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You searched for subject:(Cohesive element damage model). Showing records 1 – 30 of 56859 total matches.

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University of Dayton

1. Swindeman, Michael James. A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials.

Degree: PhD, Mechanical Engineering, 2011, University of Dayton

  As the use of composite materials in aerospace structures continues to increase, the need to properly characterize these materials, especially in terms of damage(more)

Subjects/Keywords: Mechanical Engineering; Mechanics; Regularized Extended Finite Element Method; Progressive Damage Modeling; Discrete Damage Modeling; Cohesive Zone Model; Laminated Composite Materials; Matrix Cracks; Delamination; Failure Criteria; Failure Analysis; Structural Analysis; Composites

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Swindeman, M. J. (2011). A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials. (Doctoral Dissertation). University of Dayton. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=dayton1324605778

Chicago Manual of Style (16th Edition):

Swindeman, Michael James. “A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials.” 2011. Doctoral Dissertation, University of Dayton. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1324605778.

MLA Handbook (7th Edition):

Swindeman, Michael James. “A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials.” 2011. Web. 20 Jan 2020.

Vancouver:

Swindeman MJ. A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials. [Internet] [Doctoral dissertation]. University of Dayton; 2011. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1324605778.

Council of Science Editors:

Swindeman MJ. A Regularized Extended Finite Element Method for Modeling the Coupled Cracking and Delamination of Composite Materials. [Doctoral Dissertation]. University of Dayton; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1324605778

2. Cuvilliez, Sam. Passage d’un modèle d’endommagement continu régularisé à un modèle de fissuration cohésive dans le cadre de la rupture quasi-fragile : Transition from a nonlocal damage model to a cohesive zone model within the framework of quasi-brittle failure.

Degree: Docteur es, Sciences et génie des matériaux, 2012, Paris, ENMP

Les travaux présentés dans ce mémoire s'inscrivent dans l'étude et l'amélioration des modèles d'endommagement continus régularisés (non locaux), l'objectif étant d'étudier la transition entre un… (more)

Subjects/Keywords: Endommagement non local; Modèle de zone cohésive; Equivalence énergétique; Méthode des éléments finis; Nonlocal damage model; Cohesive zone model; Energetic equivalence; Finite element method

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APA (6th Edition):

Cuvilliez, S. (2012). Passage d’un modèle d’endommagement continu régularisé à un modèle de fissuration cohésive dans le cadre de la rupture quasi-fragile : Transition from a nonlocal damage model to a cohesive zone model within the framework of quasi-brittle failure. (Doctoral Dissertation). Paris, ENMP. Retrieved from http://www.theses.fr/2012ENMP0064

Chicago Manual of Style (16th Edition):

Cuvilliez, Sam. “Passage d’un modèle d’endommagement continu régularisé à un modèle de fissuration cohésive dans le cadre de la rupture quasi-fragile : Transition from a nonlocal damage model to a cohesive zone model within the framework of quasi-brittle failure.” 2012. Doctoral Dissertation, Paris, ENMP. Accessed January 20, 2020. http://www.theses.fr/2012ENMP0064.

MLA Handbook (7th Edition):

Cuvilliez, Sam. “Passage d’un modèle d’endommagement continu régularisé à un modèle de fissuration cohésive dans le cadre de la rupture quasi-fragile : Transition from a nonlocal damage model to a cohesive zone model within the framework of quasi-brittle failure.” 2012. Web. 20 Jan 2020.

Vancouver:

Cuvilliez S. Passage d’un modèle d’endommagement continu régularisé à un modèle de fissuration cohésive dans le cadre de la rupture quasi-fragile : Transition from a nonlocal damage model to a cohesive zone model within the framework of quasi-brittle failure. [Internet] [Doctoral dissertation]. Paris, ENMP; 2012. [cited 2020 Jan 20]. Available from: http://www.theses.fr/2012ENMP0064.

Council of Science Editors:

Cuvilliez S. Passage d’un modèle d’endommagement continu régularisé à un modèle de fissuration cohésive dans le cadre de la rupture quasi-fragile : Transition from a nonlocal damage model to a cohesive zone model within the framework of quasi-brittle failure. [Doctoral Dissertation]. Paris, ENMP; 2012. Available from: http://www.theses.fr/2012ENMP0064

3. Josefsson, Axel. Convergence properties of a continuum damage mechanics model for fatigue of adhesive joints.

Degree: Engineering Science, 2014, University of Skövde

  The effect of the element length is examined in modelling crack growth in fatigue loading of an adhesive joint. This is done for a… (more)

Subjects/Keywords: Adhesive joints; Cohesive elements; Convergence; Crack growth rate; Damage Mechanics; DCB; Element Size; Fatigue

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APA (6th Edition):

Josefsson, A. (2014). Convergence properties of a continuum damage mechanics model for fatigue of adhesive joints. (Thesis). University of Skövde. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-10188

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Josefsson, Axel. “Convergence properties of a continuum damage mechanics model for fatigue of adhesive joints.” 2014. Thesis, University of Skövde. Accessed January 20, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-10188.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Josefsson, Axel. “Convergence properties of a continuum damage mechanics model for fatigue of adhesive joints.” 2014. Web. 20 Jan 2020.

Vancouver:

Josefsson A. Convergence properties of a continuum damage mechanics model for fatigue of adhesive joints. [Internet] [Thesis]. University of Skövde; 2014. [cited 2020 Jan 20]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-10188.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Josefsson A. Convergence properties of a continuum damage mechanics model for fatigue of adhesive joints. [Thesis]. University of Skövde; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-10188

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Duke University

4. Pogacnik, Justin. The Ductile to Brittle Transition in Polycarbonate .

Degree: 2011, Duke University

  An advanced bulk constitutive model is used with a new cohesive zone model that is stress state and rate-dependent in order to simulate the… (more)

Subjects/Keywords: Mechanical Engineering; Cohesive Zone Model; Finite Element Analysis; Fracture; Polycarbonate

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APA (6th Edition):

Pogacnik, J. (2011). The Ductile to Brittle Transition in Polycarbonate . (Thesis). Duke University. Retrieved from http://hdl.handle.net/10161/5636

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pogacnik, Justin. “The Ductile to Brittle Transition in Polycarbonate .” 2011. Thesis, Duke University. Accessed January 20, 2020. http://hdl.handle.net/10161/5636.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pogacnik, Justin. “The Ductile to Brittle Transition in Polycarbonate .” 2011. Web. 20 Jan 2020.

Vancouver:

Pogacnik J. The Ductile to Brittle Transition in Polycarbonate . [Internet] [Thesis]. Duke University; 2011. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10161/5636.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pogacnik J. The Ductile to Brittle Transition in Polycarbonate . [Thesis]. Duke University; 2011. Available from: http://hdl.handle.net/10161/5636

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Miami

5. Zhou, Zhiqiang. Multiple-Scale Numerical Analysis of Composites Based on Augmented Finite Element Method.

Degree: PhD, Mechanical Engineering (Engineering), 2010, University of Miami

  Advanced composites are playing a rapidly increasing role in all fields of material and structural related engineering practices. Damage tolerance analysis must be a… (more)

Subjects/Keywords: Representative Volume Element; Fracture; Cohesive Zone Model; Finite Element Method; Laminate; Composite

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APA (6th Edition):

Zhou, Z. (2010). Multiple-Scale Numerical Analysis of Composites Based on Augmented Finite Element Method. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/75

Chicago Manual of Style (16th Edition):

Zhou, Zhiqiang. “Multiple-Scale Numerical Analysis of Composites Based on Augmented Finite Element Method.” 2010. Doctoral Dissertation, University of Miami. Accessed January 20, 2020. https://scholarlyrepository.miami.edu/oa_dissertations/75.

MLA Handbook (7th Edition):

Zhou, Zhiqiang. “Multiple-Scale Numerical Analysis of Composites Based on Augmented Finite Element Method.” 2010. Web. 20 Jan 2020.

Vancouver:

Zhou Z. Multiple-Scale Numerical Analysis of Composites Based on Augmented Finite Element Method. [Internet] [Doctoral dissertation]. University of Miami; 2010. [cited 2020 Jan 20]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/75.

Council of Science Editors:

Zhou Z. Multiple-Scale Numerical Analysis of Composites Based on Augmented Finite Element Method. [Doctoral Dissertation]. University of Miami; 2010. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/75


University of Illinois – Urbana-Champaign

6. Baek, Jongeun. Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.

Degree: PhD, 0106, 2010, University of Illinois – Urbana-Champaign

 Hot-mix asphalt (HMA) overlay is regarded as an efficient method to rehabilitate moderately deteriorated pavements. Despite the application of an adequately designed overlay, when HMA… (more)

Subjects/Keywords: Hot-mix asphalt overlay; Reflective cracking; Interlayer system; finite element model; cohesive zone model

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APA (6th Edition):

Baek, J. (2010). Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16021

Chicago Manual of Style (16th Edition):

Baek, Jongeun. “Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2020. http://hdl.handle.net/2142/16021.

MLA Handbook (7th Edition):

Baek, Jongeun. “Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.” 2010. Web. 20 Jan 2020.

Vancouver:

Baek J. Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/2142/16021.

Council of Science Editors:

Baek J. Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16021


Delft University of Technology

7. Kim, E. Freeze-bond strength: Analysis of experiments and FE modeling of a shear test on freeze bonds:.

Degree: 2009, Delft University of Technology

 The objective of this study was to contribute to the knowledge on ice-ridges structures interactions. This work is a follow-up of previous research on simulations… (more)

Subjects/Keywords: freeze-bonds; ice ridges; finite element model; cohesive zone model; ice engineering

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APA (6th Edition):

Kim, E. (2009). Freeze-bond strength: Analysis of experiments and FE modeling of a shear test on freeze bonds:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dc6a7799-04d4-4cab-982f-15d28631db56

Chicago Manual of Style (16th Edition):

Kim, E. “Freeze-bond strength: Analysis of experiments and FE modeling of a shear test on freeze bonds:.” 2009. Masters Thesis, Delft University of Technology. Accessed January 20, 2020. http://resolver.tudelft.nl/uuid:dc6a7799-04d4-4cab-982f-15d28631db56.

MLA Handbook (7th Edition):

Kim, E. “Freeze-bond strength: Analysis of experiments and FE modeling of a shear test on freeze bonds:.” 2009. Web. 20 Jan 2020.

Vancouver:

Kim E. Freeze-bond strength: Analysis of experiments and FE modeling of a shear test on freeze bonds:. [Internet] [Masters thesis]. Delft University of Technology; 2009. [cited 2020 Jan 20]. Available from: http://resolver.tudelft.nl/uuid:dc6a7799-04d4-4cab-982f-15d28631db56.

Council of Science Editors:

Kim E. Freeze-bond strength: Analysis of experiments and FE modeling of a shear test on freeze bonds:. [Masters Thesis]. Delft University of Technology; 2009. Available from: http://resolver.tudelft.nl/uuid:dc6a7799-04d4-4cab-982f-15d28631db56


University of Cincinnati

8. Zhang, Wenlong. Numerical Representation of Crack Propagation within the Framework of Finite Element Method Using Cohesive Zone Model.

Degree: PhD, Engineering and Applied Science: Civil Engineering, 2019, University of Cincinnati

 Accurate prediction of crack propagation is of great importance in both academy and industry. Among various theoretical models and numerical techniques, the cohesive zone model(more)

Subjects/Keywords: Engineering; Cohesive zone model; Crack propagation; Cohesive element method; Phase field method; Discontinuous Galerkin method; Fatigue

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APA (6th Edition):

Zhang, W. (2019). Numerical Representation of Crack Propagation within the Framework of Finite Element Method Using Cohesive Zone Model. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin155325213759381

Chicago Manual of Style (16th Edition):

Zhang, Wenlong. “Numerical Representation of Crack Propagation within the Framework of Finite Element Method Using Cohesive Zone Model.” 2019. Doctoral Dissertation, University of Cincinnati. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin155325213759381.

MLA Handbook (7th Edition):

Zhang, Wenlong. “Numerical Representation of Crack Propagation within the Framework of Finite Element Method Using Cohesive Zone Model.” 2019. Web. 20 Jan 2020.

Vancouver:

Zhang W. Numerical Representation of Crack Propagation within the Framework of Finite Element Method Using Cohesive Zone Model. [Internet] [Doctoral dissertation]. University of Cincinnati; 2019. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin155325213759381.

Council of Science Editors:

Zhang W. Numerical Representation of Crack Propagation within the Framework of Finite Element Method Using Cohesive Zone Model. [Doctoral Dissertation]. University of Cincinnati; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin155325213759381


Wright State University

9. Thomas, Michael Andrew. Framework for Cohesive Zone Model Based Multiscale Damage Evolution in a Fatigue Environment.

Degree: MSEgr, Mechanical Engineering, 2011, Wright State University

 The focus of this research is to develop a framework to track damage evolution in a structural model subjected to a fatigue environment. This framework… (more)

Subjects/Keywords: Engineering; Mechanical Engineering; Micromechanical; Damage Evolution; Cohesive Zone Modeling; Adaptive Meshing; Constitutive Model

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APA (6th Edition):

Thomas, M. A. (2011). Framework for Cohesive Zone Model Based Multiscale Damage Evolution in a Fatigue Environment. (Masters Thesis). Wright State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=wright1308257790

Chicago Manual of Style (16th Edition):

Thomas, Michael Andrew. “Framework for Cohesive Zone Model Based Multiscale Damage Evolution in a Fatigue Environment.” 2011. Masters Thesis, Wright State University. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=wright1308257790.

MLA Handbook (7th Edition):

Thomas, Michael Andrew. “Framework for Cohesive Zone Model Based Multiscale Damage Evolution in a Fatigue Environment.” 2011. Web. 20 Jan 2020.

Vancouver:

Thomas MA. Framework for Cohesive Zone Model Based Multiscale Damage Evolution in a Fatigue Environment. [Internet] [Masters thesis]. Wright State University; 2011. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=wright1308257790.

Council of Science Editors:

Thomas MA. Framework for Cohesive Zone Model Based Multiscale Damage Evolution in a Fatigue Environment. [Masters Thesis]. Wright State University; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=wright1308257790


University of Akron

10. Li, Bo. Applications of Cohesive Zone Models in Dynamic Failure Analysis.

Degree: PhD, Mechanical Engineering, 2016, University of Akron

 Failure prediction using Finite Element Analysis plays an important role in a component design phase. However, problems may become complicated because of the complex nature… (more)

Subjects/Keywords: Mechanical Engineering; Engineering; Cohesive Zone Model, Composite, Rubber, VUMAT, FEA, Damage, Impact, Tearing, Dynamic

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APA (6th Edition):

Li, B. (2016). Applications of Cohesive Zone Models in Dynamic Failure Analysis. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1459953377

Chicago Manual of Style (16th Edition):

Li, Bo. “Applications of Cohesive Zone Models in Dynamic Failure Analysis.” 2016. Doctoral Dissertation, University of Akron. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1459953377.

MLA Handbook (7th Edition):

Li, Bo. “Applications of Cohesive Zone Models in Dynamic Failure Analysis.” 2016. Web. 20 Jan 2020.

Vancouver:

Li B. Applications of Cohesive Zone Models in Dynamic Failure Analysis. [Internet] [Doctoral dissertation]. University of Akron; 2016. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1459953377.

Council of Science Editors:

Li B. Applications of Cohesive Zone Models in Dynamic Failure Analysis. [Doctoral Dissertation]. University of Akron; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1459953377

11. Lé, Benoît. Contribution à la simulation numérique des structures en béton armé : utilisation de fonctions de niveau pour la modélisation de la fissuration et des renforts : Contribution to the numerical simulation of reinforced concrete structures : use of level set functions to model cracking and rebars.

Degree: Docteur es, Mécanique des solides, des matériaux, des structures et des surfaces, 2016, Ecole centrale de Nantes

La prédiction de l’état de fissuration est un enjeu crucial pour l’analyse des structures en béton armé, qui nécessite le recours à la modélisation et… (more)

Subjects/Keywords: Béton armé; Fonction de niveau; Mécanique de l'endommagement; Modèle de zone cohésive; Level set épaisse; Armatures; Méthode des éléments finis étendus; Approche multidimensionnelle; Reinforced concrete; Level set; Damage mechanics; Cohesive zone model; Thick level set; Reinforcements; Extended finite element method; Multidimensionnal approach

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APA (6th Edition):

Lé, B. (2016). Contribution à la simulation numérique des structures en béton armé : utilisation de fonctions de niveau pour la modélisation de la fissuration et des renforts : Contribution to the numerical simulation of reinforced concrete structures : use of level set functions to model cracking and rebars. (Doctoral Dissertation). Ecole centrale de Nantes. Retrieved from http://www.theses.fr/2016ECDN0003

Chicago Manual of Style (16th Edition):

Lé, Benoît. “Contribution à la simulation numérique des structures en béton armé : utilisation de fonctions de niveau pour la modélisation de la fissuration et des renforts : Contribution to the numerical simulation of reinforced concrete structures : use of level set functions to model cracking and rebars.” 2016. Doctoral Dissertation, Ecole centrale de Nantes. Accessed January 20, 2020. http://www.theses.fr/2016ECDN0003.

MLA Handbook (7th Edition):

Lé, Benoît. “Contribution à la simulation numérique des structures en béton armé : utilisation de fonctions de niveau pour la modélisation de la fissuration et des renforts : Contribution to the numerical simulation of reinforced concrete structures : use of level set functions to model cracking and rebars.” 2016. Web. 20 Jan 2020.

Vancouver:

Lé B. Contribution à la simulation numérique des structures en béton armé : utilisation de fonctions de niveau pour la modélisation de la fissuration et des renforts : Contribution to the numerical simulation of reinforced concrete structures : use of level set functions to model cracking and rebars. [Internet] [Doctoral dissertation]. Ecole centrale de Nantes; 2016. [cited 2020 Jan 20]. Available from: http://www.theses.fr/2016ECDN0003.

Council of Science Editors:

Lé B. Contribution à la simulation numérique des structures en béton armé : utilisation de fonctions de niveau pour la modélisation de la fissuration et des renforts : Contribution to the numerical simulation of reinforced concrete structures : use of level set functions to model cracking and rebars. [Doctoral Dissertation]. Ecole centrale de Nantes; 2016. Available from: http://www.theses.fr/2016ECDN0003

12. Fernandes, Ricardo Lourenço. Estudo numérico da adequação de diferentes tipos de leis coesivas na previsão da resistência de juntas adesivas por Modelos de Dano Coesivo.

Degree: 2015, Instituto Politécnico do Porto

O uso de ligações adesivas aumentou significativamente nos últimos anos e é hoje em dia uma técnica de ligação dominante na indústria aeronáutica e automóvel.… (more)

Subjects/Keywords: Juntas adesivas; Lei coesiva; Modelo de Danos Coesivo; Método de Elementos Finitos; Parâmetros coesivos; Adhesive joints; Cohesive law; Cohesive Zone Model; Finite Element Method; Cohesive parameters; Construções Mecânicas

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APA (6th Edition):

Fernandes, R. L. (2015). Estudo numérico da adequação de diferentes tipos de leis coesivas na previsão da resistência de juntas adesivas por Modelos de Dano Coesivo. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8178

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Fernandes, Ricardo Lourenço. “Estudo numérico da adequação de diferentes tipos de leis coesivas na previsão da resistência de juntas adesivas por Modelos de Dano Coesivo.” 2015. Thesis, Instituto Politécnico do Porto. Accessed January 20, 2020. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8178.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Fernandes, Ricardo Lourenço. “Estudo numérico da adequação de diferentes tipos de leis coesivas na previsão da resistência de juntas adesivas por Modelos de Dano Coesivo.” 2015. Web. 20 Jan 2020.

Vancouver:

Fernandes RL. Estudo numérico da adequação de diferentes tipos de leis coesivas na previsão da resistência de juntas adesivas por Modelos de Dano Coesivo. [Internet] [Thesis]. Instituto Politécnico do Porto; 2015. [cited 2020 Jan 20]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8178.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Fernandes RL. Estudo numérico da adequação de diferentes tipos de leis coesivas na previsão da resistência de juntas adesivas por Modelos de Dano Coesivo. [Thesis]. Instituto Politécnico do Porto; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8178

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Illinois – Urbana-Champaign

13. Abedi, Reza. Spacetime damage-based cohesive model for elastodynamic fracture with dynamic contact.

Degree: PhD, 0242, 2010, University of Illinois – Urbana-Champaign

 Dynamic material failure is important in a number of scientific and engineering applications and a variety of numerical methods for its modeling have been proposed.… (more)

Subjects/Keywords: fracture; finite element methods; spacetime discontinuous; cohesive models; interfacial damage; Riemann solution; dimensional analysis; Linear Elastodynamic Fracture Mechanics (LEFM)

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APA (6th Edition):

Abedi, R. (2010). Spacetime damage-based cohesive model for elastodynamic fracture with dynamic contact. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/15502

Chicago Manual of Style (16th Edition):

Abedi, Reza. “Spacetime damage-based cohesive model for elastodynamic fracture with dynamic contact.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 20, 2020. http://hdl.handle.net/2142/15502.

MLA Handbook (7th Edition):

Abedi, Reza. “Spacetime damage-based cohesive model for elastodynamic fracture with dynamic contact.” 2010. Web. 20 Jan 2020.

Vancouver:

Abedi R. Spacetime damage-based cohesive model for elastodynamic fracture with dynamic contact. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/2142/15502.

Council of Science Editors:

Abedi R. Spacetime damage-based cohesive model for elastodynamic fracture with dynamic contact. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/15502


University of Adelaide

14. Zhou, Changtai. Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks.

Degree: 2019, University of Adelaide

 In nature, various forms of rock anisotropy are widely pre-existing discontinuities such as bedding planes, joints, weak layers and cleavages. Rock anisotropic characteristics are in… (more)

Subjects/Keywords: discrete element method; bonded-particle model; loading rate; anisotropy; damage model

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Zhou, C. (2019). Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119874

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Zhou, Changtai. “Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks.” 2019. Thesis, University of Adelaide. Accessed January 20, 2020. http://hdl.handle.net/2440/119874.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Zhou, Changtai. “Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks.” 2019. Web. 20 Jan 2020.

Vancouver:

Zhou C. Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/2440/119874.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Zhou C. Theoretical and numerical modelling of the anisotropic behaviour of jointed rocks. [Thesis]. University of Adelaide; 2019. Available from: http://hdl.handle.net/2440/119874

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


RMIT University

15. Hayes-Griss, J. Environmental and geometrical effects on the mechanics of bonded composite joints in aerospace structures.

Degree: 2017, RMIT University

 Application of highly efficient bonded composite joints to flight critical aerospace structures is currently limited in use, and is generally applied to secondary structures where… (more)

Subjects/Keywords: Fields of Research; Adhesively bonded joints; Damage tolerance; Finite element method; Composite scarf joint; Bondline flaw; Cohesive zone modelling; Continuum Damage Mechanics; Environmental Conditions; Composite aerospace joints

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Hayes-Griss, J. (2017). Environmental and geometrical effects on the mechanics of bonded composite joints in aerospace structures. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:162076

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hayes-Griss, J. “Environmental and geometrical effects on the mechanics of bonded composite joints in aerospace structures.” 2017. Thesis, RMIT University. Accessed January 20, 2020. http://researchbank.rmit.edu.au/view/rmit:162076.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hayes-Griss, J. “Environmental and geometrical effects on the mechanics of bonded composite joints in aerospace structures.” 2017. Web. 20 Jan 2020.

Vancouver:

Hayes-Griss J. Environmental and geometrical effects on the mechanics of bonded composite joints in aerospace structures. [Internet] [Thesis]. RMIT University; 2017. [cited 2020 Jan 20]. Available from: http://researchbank.rmit.edu.au/view/rmit:162076.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Hayes-Griss J. Environmental and geometrical effects on the mechanics of bonded composite joints in aerospace structures. [Thesis]. RMIT University; 2017. Available from: http://researchbank.rmit.edu.au/view/rmit:162076

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Texas – Austin

16. -1178-4934. Numerical modeling of thermal fracture development in unconventional reservoirs.

Degree: PhD, Petroleum Engineering, 2015, University of Texas – Austin

 Rapid depletion of hydrocarbons in conventional reservoirs and the availability of abundant oil and gas resources in unconventional forms demand new technology to economically produce… (more)

Subjects/Keywords: Rock stimulation; Rock damage; Cohesive zone; Discrete element; Finite element; Thermal shock; Thermal fracture; Thermo-Hydro-Mechanical; THM; Fracture pattern; Permeability enhancement; Improved recovery

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APA (6th Edition):

-1178-4934. (2015). Numerical modeling of thermal fracture development in unconventional reservoirs. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/46725

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-1178-4934. “Numerical modeling of thermal fracture development in unconventional reservoirs.” 2015. Doctoral Dissertation, University of Texas – Austin. Accessed January 20, 2020. http://hdl.handle.net/2152/46725.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-1178-4934. “Numerical modeling of thermal fracture development in unconventional reservoirs.” 2015. Web. 20 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-1178-4934. Numerical modeling of thermal fracture development in unconventional reservoirs. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2015. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/2152/46725.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-1178-4934. Numerical modeling of thermal fracture development in unconventional reservoirs. [Doctoral Dissertation]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/46725

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of California – San Diego

17. Pigazzini, Marco Simone. An Isogeometric Analysis Framework for Progressive Damage Modeling of Multi-Layer Composite Materials.

Degree: Structural Engineering, 2018, University of California – San Diego

 Fiber-reinforced composite materials have become increasingly popular in the past few decades for lightweight applications, in particular in the aerospace industry where high strength-to-weight and… (more)

Subjects/Keywords: Aerospace engineering; Mechanical engineering; Cohesive Interface; Composite Materials; Continuum Damage Model; Gradient Enhanced; Isogeometric Analysis; Kirchhoff-Love Shell

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pigazzini, M. S. (2018). An Isogeometric Analysis Framework for Progressive Damage Modeling of Multi-Layer Composite Materials. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/0774d7kh

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pigazzini, Marco Simone. “An Isogeometric Analysis Framework for Progressive Damage Modeling of Multi-Layer Composite Materials.” 2018. Thesis, University of California – San Diego. Accessed January 20, 2020. http://www.escholarship.org/uc/item/0774d7kh.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pigazzini, Marco Simone. “An Isogeometric Analysis Framework for Progressive Damage Modeling of Multi-Layer Composite Materials.” 2018. Web. 20 Jan 2020.

Vancouver:

Pigazzini MS. An Isogeometric Analysis Framework for Progressive Damage Modeling of Multi-Layer Composite Materials. [Internet] [Thesis]. University of California – San Diego; 2018. [cited 2020 Jan 20]. Available from: http://www.escholarship.org/uc/item/0774d7kh.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pigazzini MS. An Isogeometric Analysis Framework for Progressive Damage Modeling of Multi-Layer Composite Materials. [Thesis]. University of California – San Diego; 2018. Available from: http://www.escholarship.org/uc/item/0774d7kh

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

18. Zhang, Xiang. Reduced order modeling and multiscale investigations of high performance alloys under monotonic and cyclic loading.

Degree: PhD, Civil Engineering, 2017, Vanderbilt University

 This dissertation is devoted to the development of multiscale modeling strategies for polycrystalline materials at both micro- and structural scales. At the microscale, a dislocation… (more)

Subjects/Keywords: crystal plasticity finite element; nickel-based alloy; grain cluster; computational homogenization; reduced order modeling; cohesive zone model; intergranular damage

…54 3.2 Calibrated parameters of the cohesive zone model… …grains and (b) cohesive zone element of the grain boundary (c)… …42 3.2 Configuration of the cohesive zone element. Thickness is exaggerated to be nonzero… …60 3.9 Creep damage evolution represented by cohesive elements in the microstructure under… …62 3.11 Creep damage distribution of cohesive elements with their normal direction… 

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APA (6th Edition):

Zhang, X. (2017). Reduced order modeling and multiscale investigations of high performance alloys under monotonic and cyclic loading. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://etd.library.vanderbilt.edu/available/etd-09102017-224500/ ;

Chicago Manual of Style (16th Edition):

Zhang, Xiang. “Reduced order modeling and multiscale investigations of high performance alloys under monotonic and cyclic loading.” 2017. Doctoral Dissertation, Vanderbilt University. Accessed January 20, 2020. http://etd.library.vanderbilt.edu/available/etd-09102017-224500/ ;.

MLA Handbook (7th Edition):

Zhang, Xiang. “Reduced order modeling and multiscale investigations of high performance alloys under monotonic and cyclic loading.” 2017. Web. 20 Jan 2020.

Vancouver:

Zhang X. Reduced order modeling and multiscale investigations of high performance alloys under monotonic and cyclic loading. [Internet] [Doctoral dissertation]. Vanderbilt University; 2017. [cited 2020 Jan 20]. Available from: http://etd.library.vanderbilt.edu/available/etd-09102017-224500/ ;.

Council of Science Editors:

Zhang X. Reduced order modeling and multiscale investigations of high performance alloys under monotonic and cyclic loading. [Doctoral Dissertation]. Vanderbilt University; 2017. Available from: http://etd.library.vanderbilt.edu/available/etd-09102017-224500/ ;


IUPUI

19. Padmanabhan, Anudeep. Fatigue Analysis of 3D Printed 15-5 PH Stainless Steel - A Combined Numerical and Experimental Study.

Degree: 2019, IUPUI

Indiana University-Purdue University Indianapolis (IUPUI)

Additive manufacturing (AM) or 3D printing has gained significant advancement in recent years. However the potential of 3D printed metals… (more)

Subjects/Keywords: Fatigue life prediction; Damage model; Finite element method; Cyclic plasticity

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APA (6th Edition):

Padmanabhan, A. (2019). Fatigue Analysis of 3D Printed 15-5 PH Stainless Steel - A Combined Numerical and Experimental Study. (Thesis). IUPUI. Retrieved from http://hdl.handle.net/1805/19983

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Padmanabhan, Anudeep. “Fatigue Analysis of 3D Printed 15-5 PH Stainless Steel - A Combined Numerical and Experimental Study.” 2019. Thesis, IUPUI. Accessed January 20, 2020. http://hdl.handle.net/1805/19983.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Padmanabhan, Anudeep. “Fatigue Analysis of 3D Printed 15-5 PH Stainless Steel - A Combined Numerical and Experimental Study.” 2019. Web. 20 Jan 2020.

Vancouver:

Padmanabhan A. Fatigue Analysis of 3D Printed 15-5 PH Stainless Steel - A Combined Numerical and Experimental Study. [Internet] [Thesis]. IUPUI; 2019. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/1805/19983.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Padmanabhan A. Fatigue Analysis of 3D Printed 15-5 PH Stainless Steel - A Combined Numerical and Experimental Study. [Thesis]. IUPUI; 2019. Available from: http://hdl.handle.net/1805/19983

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

20. Herwan, Jonny. Experimental and Numerical Study on Mode II Delamination Behavior of Stitched CFRP Laminate : 縫合CFRP複合材のモードII層間剥離についての実験および数値解析的研究.

Degree: 博士(工学), 2016, Tokyo Metropolitan University / 首都大学東京

Carbon fiber reinforced plastics (CFRP) possess a superb strength and stiffness to weight ratio, thus have been used increasingly for light weight structures. However, conventional… (more)

Subjects/Keywords: Mode II delamination; energy release rates; end notched flexure test; 3D reinforcement; stitching; finite element modelling; cohesive zone model

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APA (6th Edition):

Herwan, J. (2016). Experimental and Numerical Study on Mode II Delamination Behavior of Stitched CFRP Laminate : 縫合CFRP複合材のモードII層間剥離についての実験および数値解析的研究. (Thesis). Tokyo Metropolitan University / 首都大学東京. Retrieved from http://hdl.handle.net/10748/7779

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Herwan, Jonny. “Experimental and Numerical Study on Mode II Delamination Behavior of Stitched CFRP Laminate : 縫合CFRP複合材のモードII層間剥離についての実験および数値解析的研究.” 2016. Thesis, Tokyo Metropolitan University / 首都大学東京. Accessed January 20, 2020. http://hdl.handle.net/10748/7779.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Herwan, Jonny. “Experimental and Numerical Study on Mode II Delamination Behavior of Stitched CFRP Laminate : 縫合CFRP複合材のモードII層間剥離についての実験および数値解析的研究.” 2016. Web. 20 Jan 2020.

Vancouver:

Herwan J. Experimental and Numerical Study on Mode II Delamination Behavior of Stitched CFRP Laminate : 縫合CFRP複合材のモードII層間剥離についての実験および数値解析的研究. [Internet] [Thesis]. Tokyo Metropolitan University / 首都大学東京; 2016. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10748/7779.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Herwan J. Experimental and Numerical Study on Mode II Delamination Behavior of Stitched CFRP Laminate : 縫合CFRP複合材のモードII層間剥離についての実験および数値解析的研究. [Thesis]. Tokyo Metropolitan University / 首都大学東京; 2016. Available from: http://hdl.handle.net/10748/7779

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Cincinnati

21. Kulkarni, Mandar Madhukar. Prediction of Elastic Properties of a Carbon Nanotube Reinforced Fiber Polymeric Composite Material Using Cohesive Zone Modeling.

Degree: MS, Engineering : Aerospace Engineering, 2009, University of Cincinnati

 Fiber composite materials are ideal engineered materials to carry loads and stresses in the fiber direction due to their high in-plane specific mechanical properties. However,… (more)

Subjects/Keywords: Aerospace Materials; Engineering; Materials Science; Mechanics; Carbon Nanotubes; Composite Materials; Cohesive Zone Model; Delamination; Finite Element Method

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APA (6th Edition):

Kulkarni, M. M. (2009). Prediction of Elastic Properties of a Carbon Nanotube Reinforced Fiber Polymeric Composite Material Using Cohesive Zone Modeling. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1235433423

Chicago Manual of Style (16th Edition):

Kulkarni, Mandar Madhukar. “Prediction of Elastic Properties of a Carbon Nanotube Reinforced Fiber Polymeric Composite Material Using Cohesive Zone Modeling.” 2009. Masters Thesis, University of Cincinnati. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1235433423.

MLA Handbook (7th Edition):

Kulkarni, Mandar Madhukar. “Prediction of Elastic Properties of a Carbon Nanotube Reinforced Fiber Polymeric Composite Material Using Cohesive Zone Modeling.” 2009. Web. 20 Jan 2020.

Vancouver:

Kulkarni MM. Prediction of Elastic Properties of a Carbon Nanotube Reinforced Fiber Polymeric Composite Material Using Cohesive Zone Modeling. [Internet] [Masters thesis]. University of Cincinnati; 2009. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1235433423.

Council of Science Editors:

Kulkarni MM. Prediction of Elastic Properties of a Carbon Nanotube Reinforced Fiber Polymeric Composite Material Using Cohesive Zone Modeling. [Masters Thesis]. University of Cincinnati; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1235433423


University of Tennessee – Knoxville

22. Pu, Chao. Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys.

Degree: 2015, University of Tennessee – Knoxville

 A number of computational methodologies have been developed to investigate the deformation and damage mechanism of various structural materials at different length scale and under… (more)

Subjects/Keywords: Finite Element Method; Crystal Plasticity; Cohesive Zone Model; Creep Fatigue; simulation; Engineering Mechanics; Mechanics of Materials; Nanoscience and Nanotechnology; Structural Materials

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pu, C. (2015). Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/3601

Chicago Manual of Style (16th Edition):

Pu, Chao. “Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys.” 2015. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed January 20, 2020. https://trace.tennessee.edu/utk_graddiss/3601.

MLA Handbook (7th Edition):

Pu, Chao. “Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys.” 2015. Web. 20 Jan 2020.

Vancouver:

Pu C. Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2015. [cited 2020 Jan 20]. Available from: https://trace.tennessee.edu/utk_graddiss/3601.

Council of Science Editors:

Pu C. Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2015. Available from: https://trace.tennessee.edu/utk_graddiss/3601


Virginia Tech

23. Li, Yumeng. Multiscale Modeling of the Effects of Nanoscale Load Transfer on the Effective Elastic Properties of Carbon Nanotube-Polymer Nanocomposites.

Degree: PhD, Aerospace and Ocean Engineering, 2015, Virginia Tech

 A multiscale model is proposed to study the influence of interfacial interactions at the nanoscale in carbon nanotube(CNT)-polymer nanocomposites on the macroscale bulk elastic material… (more)

Subjects/Keywords: Multiscale modeling; carbon nanotube nanocomposites; interface; molecular dynamic simulation; cohesive zone; composite cylinder model; finite element analysis

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Li, Y. (2015). Multiscale Modeling of the Effects of Nanoscale Load Transfer on the Effective Elastic Properties of Carbon Nanotube-Polymer Nanocomposites. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51197

Chicago Manual of Style (16th Edition):

Li, Yumeng. “Multiscale Modeling of the Effects of Nanoscale Load Transfer on the Effective Elastic Properties of Carbon Nanotube-Polymer Nanocomposites.” 2015. Doctoral Dissertation, Virginia Tech. Accessed January 20, 2020. http://hdl.handle.net/10919/51197.

MLA Handbook (7th Edition):

Li, Yumeng. “Multiscale Modeling of the Effects of Nanoscale Load Transfer on the Effective Elastic Properties of Carbon Nanotube-Polymer Nanocomposites.” 2015. Web. 20 Jan 2020.

Vancouver:

Li Y. Multiscale Modeling of the Effects of Nanoscale Load Transfer on the Effective Elastic Properties of Carbon Nanotube-Polymer Nanocomposites. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10919/51197.

Council of Science Editors:

Li Y. Multiscale Modeling of the Effects of Nanoscale Load Transfer on the Effective Elastic Properties of Carbon Nanotube-Polymer Nanocomposites. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/51197


University of Tennessee – Knoxville

24. Petrova, Margarita Vladimirovna Semenova. Cell Contraction, De-adhesion, and Shape Effects Investigated by Cohesive Model with Finite Element Simulations.

Degree: MS, Materials Science and Engineering, 2016, University of Tennessee – Knoxville

  Cell adhesion is a complex mechanism, and different factors control this process including surface morphology, chemical, and mechanical interactions. These aspects are usually combined… (more)

Subjects/Keywords: Cell Contraction; De-adhesion; Shape Effects Cohesive Interface Model Finite Element Simulations; Other Materials Science and Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Petrova, M. V. S. (2016). Cell Contraction, De-adhesion, and Shape Effects Investigated by Cohesive Model with Finite Element Simulations. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/3797

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Petrova, Margarita Vladimirovna Semenova. “Cell Contraction, De-adhesion, and Shape Effects Investigated by Cohesive Model with Finite Element Simulations.” 2016. Thesis, University of Tennessee – Knoxville. Accessed January 20, 2020. https://trace.tennessee.edu/utk_gradthes/3797.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Petrova, Margarita Vladimirovna Semenova. “Cell Contraction, De-adhesion, and Shape Effects Investigated by Cohesive Model with Finite Element Simulations.” 2016. Web. 20 Jan 2020.

Vancouver:

Petrova MVS. Cell Contraction, De-adhesion, and Shape Effects Investigated by Cohesive Model with Finite Element Simulations. [Internet] [Thesis]. University of Tennessee – Knoxville; 2016. [cited 2020 Jan 20]. Available from: https://trace.tennessee.edu/utk_gradthes/3797.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Petrova MVS. Cell Contraction, De-adhesion, and Shape Effects Investigated by Cohesive Model with Finite Element Simulations. [Thesis]. University of Tennessee – Knoxville; 2016. Available from: https://trace.tennessee.edu/utk_gradthes/3797

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Universitat de Girona

25. Cabello Ulloa, Mario Javier. Desarrollo de modelos para el cálculo de uniones estructurales con adhesivos flexibles.

Degree: Departament d'Enginyeria Mecànica i de la Construcció Industrial, 2016, Universitat de Girona

 Lotura itsasgarriak interes handiko loturak dira aplikazio estrukturaletarako eta bereerabilera nabarmenki handitzen joan da industria mailan. Hala ere, gaur egun loturaitsasgarrien diseinuak erronka izaten jarraitzen… (more)

Subjects/Keywords: Adhesius flexibles; Adhesivos flexibles; Flexible adhesive; Hiperelasticitat; Hiperelasticidad; Hyperelasticity; Model analític; Modelo analítico; Analytical model; Danys cohesius; Daños cohesivos; Cohesive damage; Fundació elàstica; Fundación elástica; Elastic foundation; 621

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APA (6th Edition):

Cabello Ulloa, M. J. (2016). Desarrollo de modelos para el cálculo de uniones estructurales con adhesivos flexibles. (Thesis). Universitat de Girona. Retrieved from http://hdl.handle.net/10803/403837

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Cabello Ulloa, Mario Javier. “Desarrollo de modelos para el cálculo de uniones estructurales con adhesivos flexibles.” 2016. Thesis, Universitat de Girona. Accessed January 20, 2020. http://hdl.handle.net/10803/403837.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Cabello Ulloa, Mario Javier. “Desarrollo de modelos para el cálculo de uniones estructurales con adhesivos flexibles.” 2016. Web. 20 Jan 2020.

Vancouver:

Cabello Ulloa MJ. Desarrollo de modelos para el cálculo de uniones estructurales con adhesivos flexibles. [Internet] [Thesis]. Universitat de Girona; 2016. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10803/403837.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Cabello Ulloa MJ. Desarrollo de modelos para el cálculo de uniones estructurales con adhesivos flexibles. [Thesis]. Universitat de Girona; 2016. Available from: http://hdl.handle.net/10803/403837

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Louisiana State University

26. Ying, Hao. Finite Element Modeling of Hot-Mix Asphalt Performance in the Laboratory.

Degree: PhD, Civil and Environmental Engineering, 2013, Louisiana State University

 The theoretical investigation of Hot-Mix Asphalt (HMA) response in the dynamic modulus and the semi-circular bending (SCB) laboratory test procedures is necessary to understand the… (more)

Subjects/Keywords: dynamic modulus test; asphalt mixtures; crack propagation model; cohesive element; image-based mesh generation; heterogeneous modeling; finite element method; semi-circular bending test

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APA (6th Edition):

Ying, H. (2013). Finite Element Modeling of Hot-Mix Asphalt Performance in the Laboratory. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-04082013-145400 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3777

Chicago Manual of Style (16th Edition):

Ying, Hao. “Finite Element Modeling of Hot-Mix Asphalt Performance in the Laboratory.” 2013. Doctoral Dissertation, Louisiana State University. Accessed January 20, 2020. etd-04082013-145400 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3777.

MLA Handbook (7th Edition):

Ying, Hao. “Finite Element Modeling of Hot-Mix Asphalt Performance in the Laboratory.” 2013. Web. 20 Jan 2020.

Vancouver:

Ying H. Finite Element Modeling of Hot-Mix Asphalt Performance in the Laboratory. [Internet] [Doctoral dissertation]. Louisiana State University; 2013. [cited 2020 Jan 20]. Available from: etd-04082013-145400 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3777.

Council of Science Editors:

Ying H. Finite Element Modeling of Hot-Mix Asphalt Performance in the Laboratory. [Doctoral Dissertation]. Louisiana State University; 2013. Available from: etd-04082013-145400 ; https://digitalcommons.lsu.edu/gradschool_dissertations/3777


University of Southern California

27. Jafarkhani, Reza. Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures.

Degree: PhD, Civil Engineering (Structural Engineering), 2013, University of Southern California

 Civil infrastructures play a vital role in human societies. Recent catastrophic events due to the deficiency, failure or malfunction of these systems, claiming many lives… (more)

Subjects/Keywords: structural dynamics; system identification; damage detection; nonlinear systems; finite element model updating; optimization; neural networks

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APA (6th Edition):

Jafarkhani, R. (2013). Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/239394/rec/6153

Chicago Manual of Style (16th Edition):

Jafarkhani, Reza. “Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures.” 2013. Doctoral Dissertation, University of Southern California. Accessed January 20, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/239394/rec/6153.

MLA Handbook (7th Edition):

Jafarkhani, Reza. “Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures.” 2013. Web. 20 Jan 2020.

Vancouver:

Jafarkhani R. Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures. [Internet] [Doctoral dissertation]. University of Southern California; 2013. [cited 2020 Jan 20]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/239394/rec/6153.

Council of Science Editors:

Jafarkhani R. Studies into vibration-signature-based methods for system identification, damage detection and health monitoring of civil infrastructures. [Doctoral Dissertation]. University of Southern California; 2013. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/239394/rec/6153


University of California – San Diego

28. Ebrahimian, Hamed. NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES.

Degree: Structural Engineering, 2015, University of California – San Diego

 Structural health monitoring (SHM) is defined as the capability to monitor the performance behavior of civil infrastructure systems as well as to detect, localize, and… (more)

Subjects/Keywords: Engineering; Bayesian Inference; Damage Identification; Model Updating; Nonlinear Finite Element; Structural Health Monitoring; System Identification

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APA (6th Edition):

Ebrahimian, H. (2015). NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/62r7p58r

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Ebrahimian, Hamed. “NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES.” 2015. Thesis, University of California – San Diego. Accessed January 20, 2020. http://www.escholarship.org/uc/item/62r7p58r.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Ebrahimian, Hamed. “NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES.” 2015. Web. 20 Jan 2020.

Vancouver:

Ebrahimian H. NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES. [Internet] [Thesis]. University of California – San Diego; 2015. [cited 2020 Jan 20]. Available from: http://www.escholarship.org/uc/item/62r7p58r.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Ebrahimian H. NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES. [Thesis]. University of California – San Diego; 2015. Available from: http://www.escholarship.org/uc/item/62r7p58r

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

29. Susila, Gede Adi. Experimental and Numerical Studies of Masonry Wall Panels and Timber Frames of Low-rise Structures under Seismic Loadings in Indonesia.

Degree: 2014, University of Manchester

 Indonesia is a developing country that suffers from earthquakes and windstorms and where at least 60% of houses are non-engineered structures, built by unskilled workers… (more)

Subjects/Keywords: Structural Integrity (stiffness; strength; ductility); non-engineered structure: masonry and timber; dynamic response of structure; modification factor (R); ductility factor (q); base isolation system; monotonic and cyclic loading; monotonic and cyclic loading; Abaqus; UMAT-subroutine plasticity; XFEM; Crystal Plasticity; Drucker-Prager; Cohesive element damage model; fragility study: drift-base; pushover and time-history analysis; Tohoku 2011 earthquake; Sumatra 2004 earthquake; El-Centro earthquake; guideline for masonry and timber; PGA (0.1g; 0.25g; 1.0g)

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Susila, G. A. (2014). Experimental and Numerical Studies of Masonry Wall Panels and Timber Frames of Low-rise Structures under Seismic Loadings in Indonesia. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:242741

Chicago Manual of Style (16th Edition):

Susila, Gede Adi. “Experimental and Numerical Studies of Masonry Wall Panels and Timber Frames of Low-rise Structures under Seismic Loadings in Indonesia.” 2014. Doctoral Dissertation, University of Manchester. Accessed January 20, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:242741.

MLA Handbook (7th Edition):

Susila, Gede Adi. “Experimental and Numerical Studies of Masonry Wall Panels and Timber Frames of Low-rise Structures under Seismic Loadings in Indonesia.” 2014. Web. 20 Jan 2020.

Vancouver:

Susila GA. Experimental and Numerical Studies of Masonry Wall Panels and Timber Frames of Low-rise Structures under Seismic Loadings in Indonesia. [Internet] [Doctoral dissertation]. University of Manchester; 2014. [cited 2020 Jan 20]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:242741.

Council of Science Editors:

Susila GA. Experimental and Numerical Studies of Masonry Wall Panels and Timber Frames of Low-rise Structures under Seismic Loadings in Indonesia. [Doctoral Dissertation]. University of Manchester; 2014. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:242741


University of Manchester

30. Susila, Gede Adi. Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia.

Degree: PhD, 2014, University of Manchester

 Indonesia is a developing country that suffers from earthquakes and windstorms and where at least 60% of houses are non-engineered structures, built by unskilled workers… (more)

Subjects/Keywords: 624.1; Structural Integrity (stiffness, strength, ductility), non-engineered structure: masonry and timber, dynamic response of structure, modification factor (R), ductility factor (q), base isolation system, monotonic and cyclic loading, monotonic and cyclic loading, Abaqus, UMAT-subroutine plasticity, XFEM, Crystal Plasticity, Drucker-Prager, Cohesive element damage model, fragility study: drift-base, pushover and time-history analysis, Tohoku 2011 earthquake, Sumatra 2004 earthquake, El-Centro earthquake, guideline for masonry and timber, PGA (0.1g, 0.25g, 1.0g)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Susila, G. A. (2014). Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/experimental-and-numerical-studies-of-masonry-wall-panels-and-timber-frames-of-lowrise-structures-under-seismic-loadings-in-indonesia(3ceb094b-4e6e-432a-b3de-3d4c306b0551).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.634842

Chicago Manual of Style (16th Edition):

Susila, Gede Adi. “Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia.” 2014. Doctoral Dissertation, University of Manchester. Accessed January 20, 2020. https://www.research.manchester.ac.uk/portal/en/theses/experimental-and-numerical-studies-of-masonry-wall-panels-and-timber-frames-of-lowrise-structures-under-seismic-loadings-in-indonesia(3ceb094b-4e6e-432a-b3de-3d4c306b0551).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.634842.

MLA Handbook (7th Edition):

Susila, Gede Adi. “Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia.” 2014. Web. 20 Jan 2020.

Vancouver:

Susila GA. Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia. [Internet] [Doctoral dissertation]. University of Manchester; 2014. [cited 2020 Jan 20]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/experimental-and-numerical-studies-of-masonry-wall-panels-and-timber-frames-of-lowrise-structures-under-seismic-loadings-in-indonesia(3ceb094b-4e6e-432a-b3de-3d4c306b0551).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.634842.

Council of Science Editors:

Susila GA. Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia. [Doctoral Dissertation]. University of Manchester; 2014. Available from: https://www.research.manchester.ac.uk/portal/en/theses/experimental-and-numerical-studies-of-masonry-wall-panels-and-timber-frames-of-lowrise-structures-under-seismic-loadings-in-indonesia(3ceb094b-4e6e-432a-b3de-3d4c306b0551).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.634842

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