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You searched for subject:(shear lag). Showing records 1 – 30 of 32 total matches.

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1. Vojnić Purčar Martina. Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenogpoprečnog preseka.

Degree: 2016, University of Novi Sad

U radu su izvedene diferencijalne jednačine tankozidnog kompozitnog štapa proizvoljnog poprečnog preseka, primenom principa virtualnih pomeranja, a polazeći od funkcije deplanacije koju je predložio… (more)

Subjects/Keywords: tankozidni nosači, kompoziti, shear lag; thin-walled beams, composites, shear lag

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

APA (6th Edition):

Martina, V. P. (2016). Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenogpoprečnog preseka. (Thesis). University of Novi Sad. Retrieved from https://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija145941406680937.pdf?controlNumber=(BISIS)100390&fileName=145941406680937.pdf&id=5257&source=OATD&language=en ; https://www.cris.uns.ac.rs/record.jsf?recordId=100390&source=OATD&language=en

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):

Martina, Vojnić Purčar. “Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenogpoprečnog preseka.” 2016. Thesis, University of Novi Sad. Accessed September 30, 2020. https://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija145941406680937.pdf?controlNumber=(BISIS)100390&fileName=145941406680937.pdf&id=5257&source=OATD&language=en ; https://www.cris.uns.ac.rs/record.jsf?recordId=100390&source=OATD&language=en.

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

MLA Handbook (7th Edition):

Martina, Vojnić Purčar. “Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenogpoprečnog preseka.” 2016. Web. 30 Sep 2020.

Vancouver:

Martina VP. Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenogpoprečnog preseka. [Internet] [Thesis]. University of Novi Sad; 2016. [cited 2020 Sep 30]. Available from: https://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija145941406680937.pdf?controlNumber=(BISIS)100390&fileName=145941406680937.pdf&id=5257&source=OATD&language=en ; https://www.cris.uns.ac.rs/record.jsf?recordId=100390&source=OATD&language=en.

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

Council of Science Editors:

Martina VP. Analiza shear lag uticaja kod tankozidnih kompozitnih nosača otvoreno-zatvorenogpoprečnog preseka. [Thesis]. University of Novi Sad; 2016. Available from: https://www.cris.uns.ac.rs/DownloadFileServlet/Disertacija145941406680937.pdf?controlNumber=(BISIS)100390&fileName=145941406680937.pdf&id=5257&source=OATD&language=en ; https://www.cris.uns.ac.rs/record.jsf?recordId=100390&source=OATD&language=en

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


Iowa State University

2. Yossef, Mostafa. Development of a multifunctional photovoltaic integrated insulated concrete sandwich panel.

Degree: 2017, Iowa State University

 Insulated concrete sandwich panels are designed to provide an energy-efficient and fast construction solution. They typically consist of two concrete wythes separated by an inner… (more)

Subjects/Keywords: Analytical Model; DCA; FRP; Photovoltaic; Sandwich Panel; shear-lag; Civil Engineering

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APA (6th Edition):

Yossef, M. (2017). Development of a multifunctional photovoltaic integrated insulated concrete sandwich panel. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/15649

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):

Yossef, Mostafa. “Development of a multifunctional photovoltaic integrated insulated concrete sandwich panel.” 2017. Thesis, Iowa State University. Accessed September 30, 2020. https://lib.dr.iastate.edu/etd/15649.

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

MLA Handbook (7th Edition):

Yossef, Mostafa. “Development of a multifunctional photovoltaic integrated insulated concrete sandwich panel.” 2017. Web. 30 Sep 2020.

Vancouver:

Yossef M. Development of a multifunctional photovoltaic integrated insulated concrete sandwich panel. [Internet] [Thesis]. Iowa State University; 2017. [cited 2020 Sep 30]. Available from: https://lib.dr.iastate.edu/etd/15649.

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

Council of Science Editors:

Yossef M. Development of a multifunctional photovoltaic integrated insulated concrete sandwich panel. [Thesis]. Iowa State University; 2017. Available from: https://lib.dr.iastate.edu/etd/15649

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


Cornell University

3. Shi, Jing. STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER REINFORCED COMPOSITE LAMINA.

Degree: 2008, Cornell University

 Using shear-lag theory we analyze fiber tensile and matrix shear stresses near elliptical holes and diamond shaped cut-outs in a unidirectional composite lamina under a… (more)

Subjects/Keywords: Fiber; Shear-lag Theory; Composite; Fracture

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APA (6th Edition):

Shi, J. (2008). STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER REINFORCED COMPOSITE LAMINA. (Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/9422

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):

Shi, Jing. “STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER REINFORCED COMPOSITE LAMINA.” 2008. Thesis, Cornell University. Accessed September 30, 2020. http://hdl.handle.net/1813/9422.

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

MLA Handbook (7th Edition):

Shi, Jing. “STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER REINFORCED COMPOSITE LAMINA.” 2008. Web. 30 Sep 2020.

Vancouver:

Shi J. STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER REINFORCED COMPOSITE LAMINA. [Internet] [Thesis]. Cornell University; 2008. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1813/9422.

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

Council of Science Editors:

Shi J. STRESS FIELDS NEAR HOLES OR CUT-OUTS IN A UNIDIRECTIONAL FIBER REINFORCED COMPOSITE LAMINA. [Thesis]. Cornell University; 2008. Available from: http://hdl.handle.net/1813/9422

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


Universidade Nova

4. Henriques, David. Um elemento finito fisicamente não-linear para vigas mistas aço-betão.

Degree: 2014, Universidade Nova

Dissertação para obtenção do Grau de Mestre em Engenharia Civil

Neste trabalho desenvolve-se, implementa-se e valida-se um elemento finito de barra baseado na Teoria Generalizada… (more)

Subjects/Keywords: Vigas mistas aço-betão; Teoria generalizada de vigas; Análises fisicamente não-lineares; Shear lag; Fendilhação

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APA (6th Edition):

Henriques, D. (2014). Um elemento finito fisicamente não-linear para vigas mistas aço-betão. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/13042

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):

Henriques, David. “Um elemento finito fisicamente não-linear para vigas mistas aço-betão.” 2014. Thesis, Universidade Nova. Accessed September 30, 2020. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/13042.

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

MLA Handbook (7th Edition):

Henriques, David. “Um elemento finito fisicamente não-linear para vigas mistas aço-betão.” 2014. Web. 30 Sep 2020.

Vancouver:

Henriques D. Um elemento finito fisicamente não-linear para vigas mistas aço-betão. [Internet] [Thesis]. Universidade Nova; 2014. [cited 2020 Sep 30]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/13042.

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

Council of Science Editors:

Henriques D. Um elemento finito fisicamente não-linear para vigas mistas aço-betão. [Thesis]. Universidade Nova; 2014. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/13042

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

5. Rezaei Mojdehi, Ahmad. Experimental and Theoretical Studies of Friction and Adhesion of Elastomeric Materials.

Degree: PhD, Engineering Mechanics, 2017, Virginia Tech

 In this dissertation, four distinct but in some ways related topics, mostly related to experimental and theoretical investigations of friction and adhesion of elastomeric materials,… (more)

Subjects/Keywords: Friction; Adhesion; Elastomeric Materials; Shear Lag Model; Pressure Sensitive Adhesives; Fracture Mechanics

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APA (6th Edition):

Rezaei Mojdehi, A. (2017). Experimental and Theoretical Studies of Friction and Adhesion of Elastomeric Materials. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/79818

Chicago Manual of Style (16th Edition):

Rezaei Mojdehi, Ahmad. “Experimental and Theoretical Studies of Friction and Adhesion of Elastomeric Materials.” 2017. Doctoral Dissertation, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/79818.

MLA Handbook (7th Edition):

Rezaei Mojdehi, Ahmad. “Experimental and Theoretical Studies of Friction and Adhesion of Elastomeric Materials.” 2017. Web. 30 Sep 2020.

Vancouver:

Rezaei Mojdehi A. Experimental and Theoretical Studies of Friction and Adhesion of Elastomeric Materials. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/79818.

Council of Science Editors:

Rezaei Mojdehi A. Experimental and Theoretical Studies of Friction and Adhesion of Elastomeric Materials. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/79818


Virginia Tech

6. Umberger, Pierce David. Modeling the High Strain Rate Tensile Response and Shear Failure of Thermoplastic Composites.

Degree: PhD, Engineering Science and Mechanics, 2013, Virginia Tech

 The high strain rate fiber direction tensile response of Ultra High Molecular Weight Polyethylene (UHMWPE) composites is of interest in applications where impact damage may… (more)

Subjects/Keywords: UHMWPE; thermoplastic composites; time-temperature superposition; high strain rate; composite materials; shear lag; Monte Carlo; punch shear

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APA (6th Edition):

Umberger, P. D. (2013). Modeling the High Strain Rate Tensile Response and Shear Failure of Thermoplastic Composites. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23846

Chicago Manual of Style (16th Edition):

Umberger, Pierce David. “Modeling the High Strain Rate Tensile Response and Shear Failure of Thermoplastic Composites.” 2013. Doctoral Dissertation, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/23846.

MLA Handbook (7th Edition):

Umberger, Pierce David. “Modeling the High Strain Rate Tensile Response and Shear Failure of Thermoplastic Composites.” 2013. Web. 30 Sep 2020.

Vancouver:

Umberger PD. Modeling the High Strain Rate Tensile Response and Shear Failure of Thermoplastic Composites. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/23846.

Council of Science Editors:

Umberger PD. Modeling the High Strain Rate Tensile Response and Shear Failure of Thermoplastic Composites. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23846


Universidade do Porto

7. Araújo, Alberto Manuel Camões. Estudo do comportamento de ligações metálicas entre perfis tubulares e chapas de Gousset.

Degree: 2012, Universidade do Porto

Tese de mestrado integrado. Engenharia Civil (Área de Especialização de Estruturas). Faculdade de Engenharia. Universidade do Porto. 2012 Advisors/Committee Members: Castro, José Miguel de Freitas, Universidade do Porto. Faculdade de Engenharia.

Subjects/Keywords: Estruturas tubulares; Juntas; Ligações com rasgo; Ligações com chpa de topo; Shear Lag; Ábaco de dimensionamento; Chapas de gousset

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APA (6th Edition):

Araújo, A. M. C. (2012). Estudo do comportamento de ligações metálicas entre perfis tubulares e chapas de Gousset. (Thesis). Universidade do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio-aberto.up.pt:10216/68146

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):

Araújo, Alberto Manuel Camões. “Estudo do comportamento de ligações metálicas entre perfis tubulares e chapas de Gousset.” 2012. Thesis, Universidade do Porto. Accessed September 30, 2020. http://www.rcaap.pt/detail.jsp?id=oai:repositorio-aberto.up.pt:10216/68146.

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

MLA Handbook (7th Edition):

Araújo, Alberto Manuel Camões. “Estudo do comportamento de ligações metálicas entre perfis tubulares e chapas de Gousset.” 2012. Web. 30 Sep 2020.

Vancouver:

Araújo AMC. Estudo do comportamento de ligações metálicas entre perfis tubulares e chapas de Gousset. [Internet] [Thesis]. Universidade do Porto; 2012. [cited 2020 Sep 30]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio-aberto.up.pt:10216/68146.

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

Council of Science Editors:

Araújo AMC. Estudo do comportamento de ligações metálicas entre perfis tubulares e chapas de Gousset. [Thesis]. Universidade do Porto; 2012. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio-aberto.up.pt:10216/68146

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


Universidade do Rio Grande do Sul

8. Reginato, Lucas Henrique. Estudo da largura efetiva de vigas mistas de aço-concreto em carregamento de serviço : método dos elementos finitos versus códigos de projeto.

Degree: 2017, Universidade do Rio Grande do Sul

Com a crescente utilização de vigas mistas de aço e concreto em obras civis e devido à insuficiência de estudos relativos ao seu comportamento estrutural,… (more)

Subjects/Keywords: Vigas mistas; Effective width; Steel-concrete composite beams; Elementos finitos; Análise numérica; Shear lag; Finite elements

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APA (6th Edition):

Reginato, L. H. (2017). Estudo da largura efetiva de vigas mistas de aço-concreto em carregamento de serviço : método dos elementos finitos versus códigos de projeto. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/165606

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):

Reginato, Lucas Henrique. “Estudo da largura efetiva de vigas mistas de aço-concreto em carregamento de serviço : método dos elementos finitos versus códigos de projeto.” 2017. Thesis, Universidade do Rio Grande do Sul. Accessed September 30, 2020. http://hdl.handle.net/10183/165606.

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

MLA Handbook (7th Edition):

Reginato, Lucas Henrique. “Estudo da largura efetiva de vigas mistas de aço-concreto em carregamento de serviço : método dos elementos finitos versus códigos de projeto.” 2017. Web. 30 Sep 2020.

Vancouver:

Reginato LH. Estudo da largura efetiva de vigas mistas de aço-concreto em carregamento de serviço : método dos elementos finitos versus códigos de projeto. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10183/165606.

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

Council of Science Editors:

Reginato LH. Estudo da largura efetiva de vigas mistas de aço-concreto em carregamento de serviço : método dos elementos finitos versus códigos de projeto. [Thesis]. Universidade do Rio Grande do Sul; 2017. Available from: http://hdl.handle.net/10183/165606

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

9. Li, Suhao. Structure/Property Relationships in Elastomers Filled with Graphite Nanoplatelets.

Degree: 2018, University of Manchester

The microstructure and properties have been investigated in nanocomposites consisting of graphite nanoplatelets (GNPs) in natural rubber (NR) and nitrile butadiene rubber (NBR). Nanocomposites with… (more)

Subjects/Keywords: GNP; Elastomer; Structure; Mechanical properties; Swelling behaviour; Thermal conductivity; Stress transfer; Shear-lag theory; Raman band shift

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

APA (6th Edition):

Li, S. (2018). Structure/Property Relationships in Elastomers Filled with Graphite Nanoplatelets. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313086

Chicago Manual of Style (16th Edition):

Li, Suhao. “Structure/Property Relationships in Elastomers Filled with Graphite Nanoplatelets.” 2018. Doctoral Dissertation, University of Manchester. Accessed September 30, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313086.

MLA Handbook (7th Edition):

Li, Suhao. “Structure/Property Relationships in Elastomers Filled with Graphite Nanoplatelets.” 2018. Web. 30 Sep 2020.

Vancouver:

Li S. Structure/Property Relationships in Elastomers Filled with Graphite Nanoplatelets. [Internet] [Doctoral dissertation]. University of Manchester; 2018. [cited 2020 Sep 30]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313086.

Council of Science Editors:

Li S. Structure/Property Relationships in Elastomers Filled with Graphite Nanoplatelets. [Doctoral Dissertation]. University of Manchester; 2018. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313086


University of Manchester

10. Li, Suhao. Structure/property relationships in elastomers filled with graphite nanoplatelets.

Degree: PhD, 2018, University of Manchester

 The microstructure and properties have been investigated in nanocomposites consisting of graphite nanoplatelets (GNPs) in natural rubber (NR) and nitrile butadiene rubber (NBR). Nanocomposites with… (more)

Subjects/Keywords: 620; Stress transfer; Raman band shift; Shear-lag theory; Thermal conductivity; GNP; Mechanical properties; Structure; Elastomer; Swelling behaviour

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

APA (6th Edition):

Li, S. (2018). Structure/property relationships in elastomers filled with graphite nanoplatelets. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/structureproperty-relationships-in-elastomers-filled-with-graphite-nanoplatelets(1fe38026-32fc-4659-bcbd-edab6f2edad5).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.771359

Chicago Manual of Style (16th Edition):

Li, Suhao. “Structure/property relationships in elastomers filled with graphite nanoplatelets.” 2018. Doctoral Dissertation, University of Manchester. Accessed September 30, 2020. https://www.research.manchester.ac.uk/portal/en/theses/structureproperty-relationships-in-elastomers-filled-with-graphite-nanoplatelets(1fe38026-32fc-4659-bcbd-edab6f2edad5).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.771359.

MLA Handbook (7th Edition):

Li, Suhao. “Structure/property relationships in elastomers filled with graphite nanoplatelets.” 2018. Web. 30 Sep 2020.

Vancouver:

Li S. Structure/property relationships in elastomers filled with graphite nanoplatelets. [Internet] [Doctoral dissertation]. University of Manchester; 2018. [cited 2020 Sep 30]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/structureproperty-relationships-in-elastomers-filled-with-graphite-nanoplatelets(1fe38026-32fc-4659-bcbd-edab6f2edad5).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.771359.

Council of Science Editors:

Li S. Structure/property relationships in elastomers filled with graphite nanoplatelets. [Doctoral Dissertation]. University of Manchester; 2018. Available from: https://www.research.manchester.ac.uk/portal/en/theses/structureproperty-relationships-in-elastomers-filled-with-graphite-nanoplatelets(1fe38026-32fc-4659-bcbd-edab6f2edad5).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.771359


Delft University of Technology

11. Znabei, Tigist (author). A Post-tensioned Cross-Laminated Timber core for buildings.

Degree: 2020, Delft University of Technology

 This master thesis is on post-tensioning cross-laminated timber stability cores for multiple story buildings. When designing a CLT core, significantly larger core sections will be… (more)

Subjects/Keywords: Cross laminated Timber; stability system; Prestressed; Prestress loss; effective flange; shear lag; post-tensioning; creep; shrinkage

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

APA (6th Edition):

Znabei, T. (. (2020). A Post-tensioned Cross-Laminated Timber core for buildings. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a903744a-f70b-4370-9bf2-dd452f5a9833

Chicago Manual of Style (16th Edition):

Znabei, Tigist (author). “A Post-tensioned Cross-Laminated Timber core for buildings.” 2020. Masters Thesis, Delft University of Technology. Accessed September 30, 2020. http://resolver.tudelft.nl/uuid:a903744a-f70b-4370-9bf2-dd452f5a9833.

MLA Handbook (7th Edition):

Znabei, Tigist (author). “A Post-tensioned Cross-Laminated Timber core for buildings.” 2020. Web. 30 Sep 2020.

Vancouver:

Znabei T(. A Post-tensioned Cross-Laminated Timber core for buildings. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 30]. Available from: http://resolver.tudelft.nl/uuid:a903744a-f70b-4370-9bf2-dd452f5a9833.

Council of Science Editors:

Znabei T(. A Post-tensioned Cross-Laminated Timber core for buildings. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:a903744a-f70b-4370-9bf2-dd452f5a9833

12. Dikaros, Ioannis. Advanced beam theories for the analysis of beam structures.

Degree: 2016, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

 The major objective of the present doctoral dissertation was to develop advanced beam theories for the more elaborate analysis of beam structures. The improvements implemented… (more)

Subjects/Keywords: Θεωρία δοκού; Διαστρέβλωση; Στρέβλωση; Διατμητική υστέρηση; Διάτμηση; Στρέψη; Κάμψη; Μητρώο στιβαρότητας; Beam theory; Distortion; Warping; Shear lag; Shear; Torsion; Flexure; Stiffness matrix

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APA (6th Edition):

Dikaros, I. (2016). Advanced beam theories for the analysis of beam structures. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/43214

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):

Dikaros, Ioannis. “Advanced beam theories for the analysis of beam structures.” 2016. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed September 30, 2020. http://hdl.handle.net/10442/hedi/43214.

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

MLA Handbook (7th Edition):

Dikaros, Ioannis. “Advanced beam theories for the analysis of beam structures.” 2016. Web. 30 Sep 2020.

Vancouver:

Dikaros I. Advanced beam theories for the analysis of beam structures. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10442/hedi/43214.

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

Council of Science Editors:

Dikaros I. Advanced beam theories for the analysis of beam structures. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. Available from: http://hdl.handle.net/10442/hedi/43214

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

13. Τσουκλέρη, Γεωργία. Μηχανική και φασματοσκοπική μελέτη ενισχυτικών μέσων με βάση το γραφένιο και προτύπων πολυμερικών σύνθετων υλικών.

Degree: 2013, University of Patras

Ο σκοπός της παρούσας διατριβής είναι να μελετήσει τη μηχανική απόκριση α) απλά τοποθετημένων γραφενίων, 1LG, και β) πρότυπων πολυμερικών πολυστρωματικών νανοσυνθέτων, n-LG, κατά την… (more)

Subjects/Keywords: Γραφένιο; 2-3 στρώματα γραφενίου; Γραφίτης; Εφελκυσμός; Θλίψη; Παραμόρφωση; Φασματοσκοπία Raman; Λυγισμός; Διάτμηση - shear lag analysis; 620.5; Graphene; 2-3 layers of graphene; Graphite; Tension; Compression; Strain; Raman spectroscopy; Buckling; Shear lag analysis

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

APA (6th Edition):

Τσουκλέρη, . (2013). Μηχανική και φασματοσκοπική μελέτη ενισχυτικών μέσων με βάση το γραφένιο και προτύπων πολυμερικών σύνθετων υλικών. (Doctoral Dissertation). University of Patras. Retrieved from http://hdl.handle.net/10889/6986

Chicago Manual of Style (16th Edition):

Τσουκλέρη, Γεωργία. “Μηχανική και φασματοσκοπική μελέτη ενισχυτικών μέσων με βάση το γραφένιο και προτύπων πολυμερικών σύνθετων υλικών.” 2013. Doctoral Dissertation, University of Patras. Accessed September 30, 2020. http://hdl.handle.net/10889/6986.

MLA Handbook (7th Edition):

Τσουκλέρη, Γεωργία. “Μηχανική και φασματοσκοπική μελέτη ενισχυτικών μέσων με βάση το γραφένιο και προτύπων πολυμερικών σύνθετων υλικών.” 2013. Web. 30 Sep 2020.

Vancouver:

Τσουκλέρη . Μηχανική και φασματοσκοπική μελέτη ενισχυτικών μέσων με βάση το γραφένιο και προτύπων πολυμερικών σύνθετων υλικών. [Internet] [Doctoral dissertation]. University of Patras; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10889/6986.

Council of Science Editors:

Τσουκλέρη . Μηχανική και φασματοσκοπική μελέτη ενισχυτικών μέσων με βάση το γραφένιο και προτύπων πολυμερικών σύνθετων υλικών. [Doctoral Dissertation]. University of Patras; 2013. Available from: http://hdl.handle.net/10889/6986

14. Kruškić, Jasna. ANALIZA "SHEAR LAG" EFEKTA NA NAKNADNO PREDNAPETI BETONSKI PLOŠČI Z NOSILCI.

Degree: 2017, Univerza v Mariboru

V analizi konstrukcij »shear lag« upoštevamo z modeliranjem efektivne širine pasnice. V magistrski nalogi je analiziran »shear lag« efekt na naknadno prednapeti monolitni plošči z… (more)

Subjects/Keywords: »Shear lag« efekt; Evrokod 2; prednapenjanje; prednapeta plošča; T-prerez; efektivna širina; nevtralna os; MKE; modeliranje; kinematične vezi; »Shear lag« effect; Eurocode 2; post-tensioning; post-tensioned slab; T-section; effective width; neutral axis; FEM; modeling; kinematic constraints; info:eu-repo/classification/udc/624.072.1.012.46(043.2)

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

APA (6th Edition):

Kruškić, J. (2017). ANALIZA "SHEAR LAG" EFEKTA NA NAKNADNO PREDNAPETI BETONSKI PLOŠČI Z NOSILCI. (Masters Thesis). Univerza v Mariboru. Retrieved from https://dk.um.si/IzpisGradiva.php?id=64804 ; https://dk.um.si/Dokument.php?id=108841&dn= ; https://plus.si.cobiss.net/opac7/bib/20510742?lang=sl

Chicago Manual of Style (16th Edition):

Kruškić, Jasna. “ANALIZA "SHEAR LAG" EFEKTA NA NAKNADNO PREDNAPETI BETONSKI PLOŠČI Z NOSILCI.” 2017. Masters Thesis, Univerza v Mariboru. Accessed September 30, 2020. https://dk.um.si/IzpisGradiva.php?id=64804 ; https://dk.um.si/Dokument.php?id=108841&dn= ; https://plus.si.cobiss.net/opac7/bib/20510742?lang=sl.

MLA Handbook (7th Edition):

Kruškić, Jasna. “ANALIZA "SHEAR LAG" EFEKTA NA NAKNADNO PREDNAPETI BETONSKI PLOŠČI Z NOSILCI.” 2017. Web. 30 Sep 2020.

Vancouver:

Kruškić J. ANALIZA "SHEAR LAG" EFEKTA NA NAKNADNO PREDNAPETI BETONSKI PLOŠČI Z NOSILCI. [Internet] [Masters thesis]. Univerza v Mariboru; 2017. [cited 2020 Sep 30]. Available from: https://dk.um.si/IzpisGradiva.php?id=64804 ; https://dk.um.si/Dokument.php?id=108841&dn= ; https://plus.si.cobiss.net/opac7/bib/20510742?lang=sl.

Council of Science Editors:

Kruškić J. ANALIZA "SHEAR LAG" EFEKTA NA NAKNADNO PREDNAPETI BETONSKI PLOŠČI Z NOSILCI. [Masters Thesis]. Univerza v Mariboru; 2017. Available from: https://dk.um.si/IzpisGradiva.php?id=64804 ; https://dk.um.si/Dokument.php?id=108841&dn= ; https://plus.si.cobiss.net/opac7/bib/20510742?lang=sl


Virginia Tech

15. Schniepp, Timothy John. Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams.

Degree: MS, Engineering Science and Mechanics, 2002, Virginia Tech

 Fiber-reinforced polymeric (FRP) composites are being considered for structural members in bridge construction as lighter, more durable alternatives to steel and concrete. Extensive testing and… (more)

Subjects/Keywords: hybrid composite beam; shear lag; Composite materials; shear deformation; FRP; kGA; pultruded structural shapes; shear stiffness

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

APA (6th Edition):

Schniepp, T. J. (2002). Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34550

Chicago Manual of Style (16th Edition):

Schniepp, Timothy John. “Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams.” 2002. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/34550.

MLA Handbook (7th Edition):

Schniepp, Timothy John. “Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams.” 2002. Web. 30 Sep 2020.

Vancouver:

Schniepp TJ. Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/34550.

Council of Science Editors:

Schniepp TJ. Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/34550


North Carolina State University

16. Prabhugoud, Mohanraj. Efficient Simulation of Bragg Grating Sensors for Implementation to Structural Health Monitoring of Composites.

Degree: MS, Mechanical Engineering, 2003, North Carolina State University

 The goal of a structural health monitoring system is to detect, locate, and identify damages in a structure during its lifetime. The concept of structural… (more)

Subjects/Keywords: Structural health monitoring; Bragg gratings; unidirectional composite; shear-lag theory

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APA (6th Edition):

Prabhugoud, M. (2003). Efficient Simulation of Bragg Grating Sensors for Implementation to Structural Health Monitoring of Composites. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/1360

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):

Prabhugoud, Mohanraj. “Efficient Simulation of Bragg Grating Sensors for Implementation to Structural Health Monitoring of Composites.” 2003. Thesis, North Carolina State University. Accessed September 30, 2020. http://www.lib.ncsu.edu/resolver/1840.16/1360.

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

MLA Handbook (7th Edition):

Prabhugoud, Mohanraj. “Efficient Simulation of Bragg Grating Sensors for Implementation to Structural Health Monitoring of Composites.” 2003. Web. 30 Sep 2020.

Vancouver:

Prabhugoud M. Efficient Simulation of Bragg Grating Sensors for Implementation to Structural Health Monitoring of Composites. [Internet] [Thesis]. North Carolina State University; 2003. [cited 2020 Sep 30]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1360.

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

Council of Science Editors:

Prabhugoud M. Efficient Simulation of Bragg Grating Sensors for Implementation to Structural Health Monitoring of Composites. [Thesis]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1360

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

17. Yu, Bosco (Hiu Ming). Resistance of Carbon Fibre Reinforced Composites to Quasi-static and Ballistic Perforation.

Degree: PhD, 2017, University of Cambridge

 The failure mechanisms, as well as the indentation and penetration resistance, of carbon fibre reinforced plastic (CFRP) cross-ply laminates were investigated under quasi-static and ballistic… (more)

Subjects/Keywords: composites; impact; plasticity; penetration; fracture; mechanics; fibre; matrix; crack; ballistic; indentation; kink; micro-buckling; buckling; damage; indirect tension; finite element; energy absorption; energy dissipation; carbon fibre reinforced plastic; laminates; cross-ply; shear lag; shear strength

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

APA (6th Edition):

Yu, B. (. M. (2017). Resistance of Carbon Fibre Reinforced Composites to Quasi-static and Ballistic Perforation. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/290706

Chicago Manual of Style (16th Edition):

Yu, Bosco (Hiu Ming). “Resistance of Carbon Fibre Reinforced Composites to Quasi-static and Ballistic Perforation.” 2017. Doctoral Dissertation, University of Cambridge. Accessed September 30, 2020. https://www.repository.cam.ac.uk/handle/1810/290706.

MLA Handbook (7th Edition):

Yu, Bosco (Hiu Ming). “Resistance of Carbon Fibre Reinforced Composites to Quasi-static and Ballistic Perforation.” 2017. Web. 30 Sep 2020.

Vancouver:

Yu B(M. Resistance of Carbon Fibre Reinforced Composites to Quasi-static and Ballistic Perforation. [Internet] [Doctoral dissertation]. University of Cambridge; 2017. [cited 2020 Sep 30]. Available from: https://www.repository.cam.ac.uk/handle/1810/290706.

Council of Science Editors:

Yu B(M. Resistance of Carbon Fibre Reinforced Composites to Quasi-static and Ballistic Perforation. [Doctoral Dissertation]. University of Cambridge; 2017. Available from: https://www.repository.cam.ac.uk/handle/1810/290706


University of Cambridge

18. Yu, Bosco (Hiu Ming). Resistance of carbon fibre reinforced composites to quasi-static and ballistic perforation.

Degree: PhD, 2017, University of Cambridge

 The failure mechanisms, as well as the indentation and penetration resistance, of carbon fibre reinforced plastic (CFRP) cross-ply laminates were investigated under quasi-static and ballistic… (more)

Subjects/Keywords: composites; impact; plasticity; penetration; fracture; mechanics; fibre; matrix; crack; ballistic; indentation; kink; micro-buckling; buckling; damage; indirect tension; finite element; energy absorption; energy dissipation; carbon fibre reinforced plastic; laminates; cross-ply; shear lag; shear strength

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

APA (6th Edition):

Yu, B. (. M. (2017). Resistance of carbon fibre reinforced composites to quasi-static and ballistic perforation. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/290706 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.774584

Chicago Manual of Style (16th Edition):

Yu, Bosco (Hiu Ming). “Resistance of carbon fibre reinforced composites to quasi-static and ballistic perforation.” 2017. Doctoral Dissertation, University of Cambridge. Accessed September 30, 2020. https://www.repository.cam.ac.uk/handle/1810/290706 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.774584.

MLA Handbook (7th Edition):

Yu, Bosco (Hiu Ming). “Resistance of carbon fibre reinforced composites to quasi-static and ballistic perforation.” 2017. Web. 30 Sep 2020.

Vancouver:

Yu B(M. Resistance of carbon fibre reinforced composites to quasi-static and ballistic perforation. [Internet] [Doctoral dissertation]. University of Cambridge; 2017. [cited 2020 Sep 30]. Available from: https://www.repository.cam.ac.uk/handle/1810/290706 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.774584.

Council of Science Editors:

Yu B(M. Resistance of carbon fibre reinforced composites to quasi-static and ballistic perforation. [Doctoral Dissertation]. University of Cambridge; 2017. Available from: https://www.repository.cam.ac.uk/handle/1810/290706 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.774584


Texas A&M University

19. Bertacchini, Olivier Walter. Characterization and Modeling of Transformation Induced Fatigue of Shape Memory Alloy Actuators.

Degree: PhD, Aerospace Engineering, 2011, Texas A&M University

 The main focus of this research is the transformation induced fatigue behavior of shape memory alloy (SMA) actuators undergoing thermally induced martensitic phase transformation. The… (more)

Subjects/Keywords: Shape memory alloy; actuator; thermomechanical cyclic loading; transformation induced fatigue; corrosion; Multi-physical coupling; shear-lag modeling; S-N curves; Miner’s rule; Ni-rich NiTi SMA; parametric study; fatigue failure mechanisms; Ni3Ti precipitates; Ni4Ti3 precipitates; microcracks

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APA (6th Edition):

Bertacchini, O. W. (2011). Characterization and Modeling of Transformation Induced Fatigue of Shape Memory Alloy Actuators. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7582

Chicago Manual of Style (16th Edition):

Bertacchini, Olivier Walter. “Characterization and Modeling of Transformation Induced Fatigue of Shape Memory Alloy Actuators.” 2011. Doctoral Dissertation, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7582.

MLA Handbook (7th Edition):

Bertacchini, Olivier Walter. “Characterization and Modeling of Transformation Induced Fatigue of Shape Memory Alloy Actuators.” 2011. Web. 30 Sep 2020.

Vancouver:

Bertacchini OW. Characterization and Modeling of Transformation Induced Fatigue of Shape Memory Alloy Actuators. [Internet] [Doctoral dissertation]. Texas A&M University; 2011. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7582.

Council of Science Editors:

Bertacchini OW. Characterization and Modeling of Transformation Induced Fatigue of Shape Memory Alloy Actuators. [Doctoral Dissertation]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7582


North Carolina State University

20. Dawood, Mina Magdy Riad. Fundamental Behavior of Steel-Concrete Composite Beams Strengthened with High Modulus Carbon Fiber Reinforced Polymer (CFRP) Materials.

Degree: MS, Civil Engineering, 2005, North Carolina State University

 There is a growing need for a cost-effective, durable repair system that can be used for the repair and strengthening of steel bridges. Recently, high… (more)

Subjects/Keywords: High Modulus CFRP; Steel-Concrete Composite Beams; Overloading; Fatigue; Shear-lag; Moment-Curvature Analysis

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APA (6th Edition):

Dawood, M. M. R. (2005). Fundamental Behavior of Steel-Concrete Composite Beams Strengthened with High Modulus Carbon Fiber Reinforced Polymer (CFRP) Materials. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/1959

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):

Dawood, Mina Magdy Riad. “Fundamental Behavior of Steel-Concrete Composite Beams Strengthened with High Modulus Carbon Fiber Reinforced Polymer (CFRP) Materials.” 2005. Thesis, North Carolina State University. Accessed September 30, 2020. http://www.lib.ncsu.edu/resolver/1840.16/1959.

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

MLA Handbook (7th Edition):

Dawood, Mina Magdy Riad. “Fundamental Behavior of Steel-Concrete Composite Beams Strengthened with High Modulus Carbon Fiber Reinforced Polymer (CFRP) Materials.” 2005. Web. 30 Sep 2020.

Vancouver:

Dawood MMR. Fundamental Behavior of Steel-Concrete Composite Beams Strengthened with High Modulus Carbon Fiber Reinforced Polymer (CFRP) Materials. [Internet] [Thesis]. North Carolina State University; 2005. [cited 2020 Sep 30]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1959.

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

Council of Science Editors:

Dawood MMR. Fundamental Behavior of Steel-Concrete Composite Beams Strengthened with High Modulus Carbon Fiber Reinforced Polymer (CFRP) Materials. [Thesis]. North Carolina State University; 2005. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1959

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

21. Dhungana, Utsab. Shear Lag Factor for Longitudinally Welded Tension Members using Finite Element Method.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2014, University of Cincinnati

 This thesis studies the shear lag factor for longitudinally welded tension member using Finite Element Method with the application of damage mechanics. Current AISC provisions… (more)

Subjects/Keywords: Civil Engineering; Shear Lag Factor; Abaqus; Finite Element Method; Welded; Tension Member

…69 Table 6-6 : Plate Specimen Shear Lag Factor Results… …73 Table 6-7 : Members with Eccentricity Shear Lag Factor Results… …collapse. 1.2 Shear Lag Factor In general, tension members are connected to each other by only… …member is effective to carry the load and leads to a phenomenon known as shear lag. Thus, shear… …connection eccentricity, shear lag and stress concentration at the edges will lead to understrength… 

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APA (6th Edition):

Dhungana, U. (2014). Shear Lag Factor for Longitudinally Welded Tension Members using Finite Element Method. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1396533043

Chicago Manual of Style (16th Edition):

Dhungana, Utsab. “Shear Lag Factor for Longitudinally Welded Tension Members using Finite Element Method.” 2014. Masters Thesis, University of Cincinnati. Accessed September 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1396533043.

MLA Handbook (7th Edition):

Dhungana, Utsab. “Shear Lag Factor for Longitudinally Welded Tension Members using Finite Element Method.” 2014. Web. 30 Sep 2020.

Vancouver:

Dhungana U. Shear Lag Factor for Longitudinally Welded Tension Members using Finite Element Method. [Internet] [Masters thesis]. University of Cincinnati; 2014. [cited 2020 Sep 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1396533043.

Council of Science Editors:

Dhungana U. Shear Lag Factor for Longitudinally Welded Tension Members using Finite Element Method. [Masters Thesis]. University of Cincinnati; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1396533043


Virginia Tech

22. Brown, Timothy Lawrence Jr. The Effect of Long-Term Thermal Cycling on the Microcracking Behavior and Dimensional Stability of Composite Materials.

Degree: PhD, Engineering Science and Mechanics, 1997, Virginia Tech

 The effect of thermal-cycling-induced microcracking in fiber-reinforced polymer matrix composites is studied. Specific attention is focused on microcrack density as a function of the number… (more)

Subjects/Keywords: cyanate ester; coefficient of thermal expansion; stiffness; thermal fatigue; cryogenic; Fizeau interferometry; graphite-epoxy; space; shear lag

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APA (6th Edition):

Brown, T. L. J. (1997). The Effect of Long-Term Thermal Cycling on the Microcracking Behavior and Dimensional Stability of Composite Materials. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29832

Chicago Manual of Style (16th Edition):

Brown, Timothy Lawrence Jr. “The Effect of Long-Term Thermal Cycling on the Microcracking Behavior and Dimensional Stability of Composite Materials.” 1997. Doctoral Dissertation, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/29832.

MLA Handbook (7th Edition):

Brown, Timothy Lawrence Jr. “The Effect of Long-Term Thermal Cycling on the Microcracking Behavior and Dimensional Stability of Composite Materials.” 1997. Web. 30 Sep 2020.

Vancouver:

Brown TLJ. The Effect of Long-Term Thermal Cycling on the Microcracking Behavior and Dimensional Stability of Composite Materials. [Internet] [Doctoral dissertation]. Virginia Tech; 1997. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/29832.

Council of Science Editors:

Brown TLJ. The Effect of Long-Term Thermal Cycling on the Microcracking Behavior and Dimensional Stability of Composite Materials. [Doctoral Dissertation]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/29832


Virginia Tech

23. Martin, James David. Sandwich Plate System Bridge Deck Tests.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 Three series of tests were conducted on a sandwich plate bridge deck, which consisted of two steel plates and an elastomer core. The first series… (more)

Subjects/Keywords: Fatigue; Composite Bridge Deck; Orthotropic Bridge Deck; Sandwich Plate System; Effective Width; Shear Lag

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

APA (6th Edition):

Martin, J. D. (2005). Sandwich Plate System Bridge Deck Tests. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31648

Chicago Manual of Style (16th Edition):

Martin, James David. “Sandwich Plate System Bridge Deck Tests.” 2005. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/31648.

MLA Handbook (7th Edition):

Martin, James David. “Sandwich Plate System Bridge Deck Tests.” 2005. Web. 30 Sep 2020.

Vancouver:

Martin JD. Sandwich Plate System Bridge Deck Tests. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/31648.

Council of Science Editors:

Martin JD. Sandwich Plate System Bridge Deck Tests. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/31648

24. Orloff, Kenneth L. An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2017, University of Cincinnati

 The shear lag phenomenon in tension members has been researched and studied by many previous scholars. This thesis is an experimental study of the influence… (more)

Subjects/Keywords: Civil Engineering; tension members; shear lag effect; welded connections; longitudinal welds

…55 Chapter 5: Theoretical Shear Lag Factors… …48 Table 4.8: Experimental Shear Lag Factors – Plate Specimen… …50 Table 4.9: Experimental Shear Lag Factors – Angle Specimen… …51 Table 5.1: Theoretical Shear Lag Factors – Current AISC (2010) Provisions… …63 Table 5.2: Theoretical Shear Lag Factors – Fortney and Thornton’s (2012)… 

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

APA (6th Edition):

Orloff, K. L. (2017). An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1491560125351369

Chicago Manual of Style (16th Edition):

Orloff, Kenneth L. “An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections.” 2017. Masters Thesis, University of Cincinnati. Accessed September 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1491560125351369.

MLA Handbook (7th Edition):

Orloff, Kenneth L. “An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections.” 2017. Web. 30 Sep 2020.

Vancouver:

Orloff KL. An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections. [Internet] [Masters thesis]. University of Cincinnati; 2017. [cited 2020 Sep 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1491560125351369.

Council of Science Editors:

Orloff KL. An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections. [Masters Thesis]. University of Cincinnati; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1491560125351369

25. Sit, Man Hou. Field and Analytical Studies of the First Folded Plate Girder Bridge.

Degree: University of Massachusetts

  Integral abutment bridges are very common for short span bridges in the United State due to their less construction and maintenance cost and generally… (more)

Subjects/Keywords: Folded Plate Girder; Intergral abutment; shear lag; bridge; live load; long term data; Structural Engineering

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APA (6th Edition):

Sit, M. H. (n.d.). Field and Analytical Studies of the First Folded Plate Girder Bridge. (Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/masters_theses_2/46

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Sit, Man Hou. “Field and Analytical Studies of the First Folded Plate Girder Bridge.” Thesis, University of Massachusetts. Accessed September 30, 2020. https://scholarworks.umass.edu/masters_theses_2/46.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Sit, Man Hou. “Field and Analytical Studies of the First Folded Plate Girder Bridge.” Web. 30 Sep 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Sit MH. Field and Analytical Studies of the First Folded Plate Girder Bridge. [Internet] [Thesis]. University of Massachusetts; [cited 2020 Sep 30]. Available from: https://scholarworks.umass.edu/masters_theses_2/46.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Sit MH. Field and Analytical Studies of the First Folded Plate Girder Bridge. [Thesis]. University of Massachusetts; Available from: https://scholarworks.umass.edu/masters_theses_2/46

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


University of South Carolina

26. Santoni, Giola. Fundamental Studies In the Lamb-Wave Interaction Between Piezoelectric Wafer Active Sensor and Host Structure During Structural Health Monitoring.

Degree: PhD, Mechanical Engineering, 2010, University of South Carolina

  The scope of my research was to develop a better understanding of the engineering variables that influence the interaction of PWAS with structure during… (more)

Subjects/Keywords: Engineering; Mechanical Engineering; Damage detection; Lamb waves; PWAS; Shear lag; Structural health monitoring; Tuning frequencies

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

APA (6th Edition):

Santoni, G. (2010). Fundamental Studies In the Lamb-Wave Interaction Between Piezoelectric Wafer Active Sensor and Host Structure During Structural Health Monitoring. (Doctoral Dissertation). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/256

Chicago Manual of Style (16th Edition):

Santoni, Giola. “Fundamental Studies In the Lamb-Wave Interaction Between Piezoelectric Wafer Active Sensor and Host Structure During Structural Health Monitoring.” 2010. Doctoral Dissertation, University of South Carolina. Accessed September 30, 2020. https://scholarcommons.sc.edu/etd/256.

MLA Handbook (7th Edition):

Santoni, Giola. “Fundamental Studies In the Lamb-Wave Interaction Between Piezoelectric Wafer Active Sensor and Host Structure During Structural Health Monitoring.” 2010. Web. 30 Sep 2020.

Vancouver:

Santoni G. Fundamental Studies In the Lamb-Wave Interaction Between Piezoelectric Wafer Active Sensor and Host Structure During Structural Health Monitoring. [Internet] [Doctoral dissertation]. University of South Carolina; 2010. [cited 2020 Sep 30]. Available from: https://scholarcommons.sc.edu/etd/256.

Council of Science Editors:

Santoni G. Fundamental Studies In the Lamb-Wave Interaction Between Piezoelectric Wafer Active Sensor and Host Structure During Structural Health Monitoring. [Doctoral Dissertation]. University of South Carolina; 2010. Available from: https://scholarcommons.sc.edu/etd/256

27. Bhat, Akashdeep. Reexamination of Shear Lag in HSS Tension Members; Side Gusset Plate Connections.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2018, University of Cincinnati

 This paper presents an evaluation of the shear lag factor for HSS tension members connected with two side plate gussets with longitudinal welds as given… (more)

Subjects/Keywords: Civil Engineering; Shear lag factor; HSS members; Gusset Plates; Longitudinally welded HSS sections; Finite Element Analysis; ABAQUS

…LIST OF FIGURES Figure 1. In-plane shear lag in rectangular HSS connected with two side… …3 Figure 2. Comparison of shear lag factor from the proposed equation with the current… …7 Figure 3. Comparison of shear lag factor from the proposed equation with the current… …7 Figure 4. Comparison of shear lag factor from the proposed equation with the current… …14 Figure 9. Shear lag factor comparison… 

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

APA (6th Edition):

Bhat, A. (2018). Reexamination of Shear Lag in HSS Tension Members; Side Gusset Plate Connections. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin154357937610341

Chicago Manual of Style (16th Edition):

Bhat, Akashdeep. “Reexamination of Shear Lag in HSS Tension Members; Side Gusset Plate Connections.” 2018. Masters Thesis, University of Cincinnati. Accessed September 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin154357937610341.

MLA Handbook (7th Edition):

Bhat, Akashdeep. “Reexamination of Shear Lag in HSS Tension Members; Side Gusset Plate Connections.” 2018. Web. 30 Sep 2020.

Vancouver:

Bhat A. Reexamination of Shear Lag in HSS Tension Members; Side Gusset Plate Connections. [Internet] [Masters thesis]. University of Cincinnati; 2018. [cited 2020 Sep 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin154357937610341.

Council of Science Editors:

Bhat A. Reexamination of Shear Lag in HSS Tension Members; Side Gusset Plate Connections. [Masters Thesis]. University of Cincinnati; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin154357937610341

28. Floor, J.H.J. (author). Structural Adhesive Bonded Steel-to-Steel Connections: An Introduction for Structural Engineering.

Degree: 2014, Delft University of Technology

 Today, there are only a few types of structural engineering applications where structural adhesives play a role, in contrast to other engineering sectors. The possibilities… (more)

Subjects/Keywords: adhesive; structural; stepped; steel; connection; strap; bonding; shear lag; peel; lap; structural adhesive; adhesive bonding; stepped strap; double lap; structural engineering; tensile test

…Volkersen 163 18 Appendix B: Goland and Reissner 167 18.1 Derivation of shear and peel… …vertical plane of inner angle 281 25.6 Shear deformation of the beam at the horizontal plane… …strap connection 321 29.1 Shear stress of first adhesive layer at last load step 322 29.2… …x28;25.7) safety factor - (engineering) shear strain - relative displacement… …deviation -  shear stress N mm  combination factor - dilatancy angle      - mm… 

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APA (6th Edition):

Floor, J. H. J. (. (2014). Structural Adhesive Bonded Steel-to-Steel Connections: An Introduction for Structural Engineering. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4650e727-703c-46be-b408-24a45aeefbf7

Chicago Manual of Style (16th Edition):

Floor, J H J (author). “Structural Adhesive Bonded Steel-to-Steel Connections: An Introduction for Structural Engineering.” 2014. Masters Thesis, Delft University of Technology. Accessed September 30, 2020. http://resolver.tudelft.nl/uuid:4650e727-703c-46be-b408-24a45aeefbf7.

MLA Handbook (7th Edition):

Floor, J H J (author). “Structural Adhesive Bonded Steel-to-Steel Connections: An Introduction for Structural Engineering.” 2014. Web. 30 Sep 2020.

Vancouver:

Floor JHJ(. Structural Adhesive Bonded Steel-to-Steel Connections: An Introduction for Structural Engineering. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Sep 30]. Available from: http://resolver.tudelft.nl/uuid:4650e727-703c-46be-b408-24a45aeefbf7.

Council of Science Editors:

Floor JHJ(. Structural Adhesive Bonded Steel-to-Steel Connections: An Introduction for Structural Engineering. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:4650e727-703c-46be-b408-24a45aeefbf7


Brno University of Technology

29. Chaloupka, Martin. Vliv účinků poddolování na volbu typu nosné konstrukce mostu v km 332,420 trati Dětmarovice - Č. Těšín: Influence Selecting the Type of the Bridge Structure at km 332,420 of Railway Dětmarovice-Český Těšín by the Effects of Undermining.

Degree: 2019, Brno University of Technology

 The aim of the master’s thesis was t odevelop alternative solutions supporting steel structure of the railway bridge on the undermined area. The range of… (more)

Subjects/Keywords: Ocelová konstrukce; Gerberův nosník; spojitý nosník bez kloubů; ortotropní mostovka; konstrukční detail; výpočetní modely; zatížení; vnitřní síly; posouzení napětí; posouzení na únavu; smykové ochabnutí; boulení; zvedání mostu; poddolování; deformační parametry; rektifikace; postup montáže; Steel structure; Gerber’s beam; continuous beam without joints; orthotropic deck; structural detail; computing models; loads; internal forces; assessment of stress; assessment of fatigue; shear lag; buckling; lifting bridge; undermining; deformation parameters; rektification; procedure of assembling

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

APA (6th Edition):

Chaloupka, M. (2019). Vliv účinků poddolování na volbu typu nosné konstrukce mostu v km 332,420 trati Dětmarovice - Č. Těšín: Influence Selecting the Type of the Bridge Structure at km 332,420 of Railway Dětmarovice-Český Těšín by the Effects of Undermining. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/10410

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):

Chaloupka, Martin. “Vliv účinků poddolování na volbu typu nosné konstrukce mostu v km 332,420 trati Dětmarovice - Č. Těšín: Influence Selecting the Type of the Bridge Structure at km 332,420 of Railway Dětmarovice-Český Těšín by the Effects of Undermining.” 2019. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/10410.

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

MLA Handbook (7th Edition):

Chaloupka, Martin. “Vliv účinků poddolování na volbu typu nosné konstrukce mostu v km 332,420 trati Dětmarovice - Č. Těšín: Influence Selecting the Type of the Bridge Structure at km 332,420 of Railway Dětmarovice-Český Těšín by the Effects of Undermining.” 2019. Web. 30 Sep 2020.

Vancouver:

Chaloupka M. Vliv účinků poddolování na volbu typu nosné konstrukce mostu v km 332,420 trati Dětmarovice - Č. Těšín: Influence Selecting the Type of the Bridge Structure at km 332,420 of Railway Dětmarovice-Český Těšín by the Effects of Undermining. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/10410.

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

Council of Science Editors:

Chaloupka M. Vliv účinků poddolování na volbu typu nosné konstrukce mostu v km 332,420 trati Dětmarovice - Č. Těšín: Influence Selecting the Type of the Bridge Structure at km 332,420 of Railway Dětmarovice-Český Těšín by the Effects of Undermining. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/10410

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

30. Αναγνωστόπουλος, Γεώργιος. Μελέτη των μηχανισμών μεταφοράς τάσης και της ανάπτυξης και διάδοσης βλάβης σε ινώδη σύνθετα υλικά πολυμερούς μήτρας.

Degree: 2006, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

Subjects/Keywords: Ινώδη σύνθετα υλικά; Φασματοσκοπία Raman; Δοκιμές εφελκυσμού; Διεπιφάνειες; Μηχανισμός μεταφοράς τάσεων; Θεωρία διαφορικής διατμητικής υστέρησης; Εφαρμογή μαθηματικών μοντέλων; Επίδραση θερμοκρασίας; Fiber-reinforced composites; Raman spectroscopy; Tension tests; Interface; Stress transfer mechanism; Shear-lag analysis; Modelling; Effect of temperature

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APA (6th Edition):

Αναγνωστόπουλος, . . (2006). Μελέτη των μηχανισμών μεταφοράς τάσης και της ανάπτυξης και διάδοσης βλάβης σε ινώδη σύνθετα υλικά πολυμερούς μήτρας. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/16315

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):

Αναγνωστόπουλος, Γεώργιος. “Μελέτη των μηχανισμών μεταφοράς τάσης και της ανάπτυξης και διάδοσης βλάβης σε ινώδη σύνθετα υλικά πολυμερούς μήτρας.” 2006. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed September 30, 2020. http://hdl.handle.net/10442/hedi/16315.

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

MLA Handbook (7th Edition):

Αναγνωστόπουλος, Γεώργιος. “Μελέτη των μηχανισμών μεταφοράς τάσης και της ανάπτυξης και διάδοσης βλάβης σε ινώδη σύνθετα υλικά πολυμερούς μήτρας.” 2006. Web. 30 Sep 2020.

Vancouver:

Αναγνωστόπουλος . Μελέτη των μηχανισμών μεταφοράς τάσης και της ανάπτυξης και διάδοσης βλάβης σε ινώδη σύνθετα υλικά πολυμερούς μήτρας. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2006. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10442/hedi/16315.

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

Council of Science Editors:

Αναγνωστόπουλος . Μελέτη των μηχανισμών μεταφοράς τάσης και της ανάπτυξης και διάδοσης βλάβης σε ινώδη σύνθετα υλικά πολυμερούς μήτρας. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2006. Available from: http://hdl.handle.net/10442/hedi/16315

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

[1] [2]

.