Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(smeared model). Showing records 1 – 11 of 11 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters

1. Lyra, Pedro Henrique Cerento de. Modelagem numérica de estruturas de concreto armado utilizando o programa ATENA.

Degree: Mestrado, Engenharia de Estruturas, 2011, University of São Paulo

Com o avanço tecnológico dos computadores e o desenvolvimento de soluções para problemas não lineares através do método dos elementos finitos, hoje é possível fazer… (more)

Subjects/Keywords: ATENA; ATENA; Concreto armado; Modelagem numérica; Modelo de fissuração distribuída; Numerical modeling; Reinforced concrete; Smeared crack model

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lyra, P. H. C. d. (2011). Modelagem numérica de estruturas de concreto armado utilizando o programa ATENA. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-10052012-122734/ ;

Chicago Manual of Style (16th Edition):

Lyra, Pedro Henrique Cerento de. “Modelagem numérica de estruturas de concreto armado utilizando o programa ATENA.” 2011. Masters Thesis, University of São Paulo. Accessed January 25, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-10052012-122734/ ;.

MLA Handbook (7th Edition):

Lyra, Pedro Henrique Cerento de. “Modelagem numérica de estruturas de concreto armado utilizando o programa ATENA.” 2011. Web. 25 Jan 2020.

Vancouver:

Lyra PHCd. Modelagem numérica de estruturas de concreto armado utilizando o programa ATENA. [Internet] [Masters thesis]. University of São Paulo; 2011. [cited 2020 Jan 25]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-10052012-122734/ ;.

Council of Science Editors:

Lyra PHCd. Modelagem numérica de estruturas de concreto armado utilizando o programa ATENA. [Masters Thesis]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-10052012-122734/ ;

2. Guenet, Thomas. Modélisation du comportement des bétons fibrés à ultra-hautes performances par la micromécanique : effet de l'orientation des fibres à l'échelle de la structure : Micromechanics-based modelling of the UHPFRC behaviour : fibres orientation effects at the structural scale.

Degree: Docteur es, Génie Civil, 2016, Université Paris-Est

Cette thèse s’inscrit dans le contexte d’une optimisation industrielle et économique des éléments de structure en BFUP permettant d’en garantir la ductilité au niveau structural,… (more)

Subjects/Keywords: Bfup; Modèle de fissures diffuses; Micromécanique; Orientation des fibres; Structures; Uhpfrc; Smeared crack model; Micromechanics; Fibres orientation; Structures

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Guenet, T. (2016). Modélisation du comportement des bétons fibrés à ultra-hautes performances par la micromécanique : effet de l'orientation des fibres à l'échelle de la structure : Micromechanics-based modelling of the UHPFRC behaviour : fibres orientation effects at the structural scale. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2016PESC1006

Chicago Manual of Style (16th Edition):

Guenet, Thomas. “Modélisation du comportement des bétons fibrés à ultra-hautes performances par la micromécanique : effet de l'orientation des fibres à l'échelle de la structure : Micromechanics-based modelling of the UHPFRC behaviour : fibres orientation effects at the structural scale.” 2016. Doctoral Dissertation, Université Paris-Est. Accessed January 25, 2020. http://www.theses.fr/2016PESC1006.

MLA Handbook (7th Edition):

Guenet, Thomas. “Modélisation du comportement des bétons fibrés à ultra-hautes performances par la micromécanique : effet de l'orientation des fibres à l'échelle de la structure : Micromechanics-based modelling of the UHPFRC behaviour : fibres orientation effects at the structural scale.” 2016. Web. 25 Jan 2020.

Vancouver:

Guenet T. Modélisation du comportement des bétons fibrés à ultra-hautes performances par la micromécanique : effet de l'orientation des fibres à l'échelle de la structure : Micromechanics-based modelling of the UHPFRC behaviour : fibres orientation effects at the structural scale. [Internet] [Doctoral dissertation]. Université Paris-Est; 2016. [cited 2020 Jan 25]. Available from: http://www.theses.fr/2016PESC1006.

Council of Science Editors:

Guenet T. Modélisation du comportement des bétons fibrés à ultra-hautes performances par la micromécanique : effet de l'orientation des fibres à l'échelle de la structure : Micromechanics-based modelling of the UHPFRC behaviour : fibres orientation effects at the structural scale. [Doctoral Dissertation]. Université Paris-Est; 2016. Available from: http://www.theses.fr/2016PESC1006


Universidade do Minho

3. Behbahani, Ali Edalat. Constitutive models to simulate failure of structures made by cement based materials .

Degree: 2017, Universidade do Minho

 Nonlinear Finite Element Analysis (NFEA) has been widely adopted as an effective and reliable method to analyze reinforced concrete (RC) structures subjected to various loading… (more)

Subjects/Keywords: finite element analysis; plastic-damage multidirectional fixed smeared crack model; compressive nonlinearity; cracked concrete; RC structures; cement based materials

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Behbahani, A. E. (2017). Constitutive models to simulate failure of structures made by cement based materials . (Doctoral Dissertation). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/46013

Chicago Manual of Style (16th Edition):

Behbahani, Ali Edalat. “Constitutive models to simulate failure of structures made by cement based materials .” 2017. Doctoral Dissertation, Universidade do Minho. Accessed January 25, 2020. http://hdl.handle.net/1822/46013.

MLA Handbook (7th Edition):

Behbahani, Ali Edalat. “Constitutive models to simulate failure of structures made by cement based materials .” 2017. Web. 25 Jan 2020.

Vancouver:

Behbahani AE. Constitutive models to simulate failure of structures made by cement based materials . [Internet] [Doctoral dissertation]. Universidade do Minho; 2017. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/1822/46013.

Council of Science Editors:

Behbahani AE. Constitutive models to simulate failure of structures made by cement based materials . [Doctoral Dissertation]. Universidade do Minho; 2017. Available from: http://hdl.handle.net/1822/46013


Virginia Tech

4. Moharrami Gargari, Mohammadreza. Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 Reinforced concrete (RC) structures constitute a significant portion of the building inventory in earthquake-prone regions of the United States. Accurate analysis tools are necessary to… (more)

Subjects/Keywords: Nonlinear analysis; RC structures; Flexure-dominated; Shear-dominated; Triaxial constitutive model; Elastoplastic model; Smeared cracking; Confinement effect; Collapse; Nonlinear truss model; Aggregate interlock; Cyclic loading; Seismic loading

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Moharrami Gargari, M. (2016). Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/71864

Chicago Manual of Style (16th Edition):

Moharrami Gargari, Mohammadreza. “Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads.” 2016. Doctoral Dissertation, Virginia Tech. Accessed January 25, 2020. http://hdl.handle.net/10919/71864.

MLA Handbook (7th Edition):

Moharrami Gargari, Mohammadreza. “Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads.” 2016. Web. 25 Jan 2020.

Vancouver:

Moharrami Gargari M. Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10919/71864.

Council of Science Editors:

Moharrami Gargari M. Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/71864


University of Pretoria

5. Cai, Qingbo. Finite element modelling of cracking in concrete gravity dams.

Degree: PhD, Civil Engineering, 2008, University of Pretoria

 Evaluating the safety of unreinforced concrete structures, such as concrete dams, requires an accurate prediction of cracking. Developing a suitable constitutive material model and a… (more)

Subjects/Keywords: Crack modeling; Bilinear softening; Crack propagation; Dam safety; Computational procedure; Constitutive crack model; Non-linear fracture mechanics; Concrete gravity dams; Smeared crack approach; UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cai, Q. (2008). Finite element modelling of cracking in concrete gravity dams. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25973

Chicago Manual of Style (16th Edition):

Cai, Qingbo. “Finite element modelling of cracking in concrete gravity dams.” 2008. Doctoral Dissertation, University of Pretoria. Accessed January 25, 2020. http://hdl.handle.net/2263/25973.

MLA Handbook (7th Edition):

Cai, Qingbo. “Finite element modelling of cracking in concrete gravity dams.” 2008. Web. 25 Jan 2020.

Vancouver:

Cai Q. Finite element modelling of cracking in concrete gravity dams. [Internet] [Doctoral dissertation]. University of Pretoria; 2008. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/2263/25973.

Council of Science Editors:

Cai Q. Finite element modelling of cracking in concrete gravity dams. [Doctoral Dissertation]. University of Pretoria; 2008. Available from: http://hdl.handle.net/2263/25973


University of Pretoria

6. [No author]. Finite element modelling of cracking in concrete gravity dams .

Degree: 2008, University of Pretoria

 Evaluating the safety of unreinforced concrete structures, such as concrete dams, requires an accurate prediction of cracking. Developing a suitable constitutive material model and a… (more)

Subjects/Keywords: Crack modeling; Bilinear softening; Crack propagation; Dam safety; Computational procedure; Constitutive crack model; Non-linear fracture mechanics; Concrete gravity dams; Smeared crack approach; UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

author], [. (2008). Finite element modelling of cracking in concrete gravity dams . (Doctoral Dissertation). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-01302008-160623/

Chicago Manual of Style (16th Edition):

author], [No. “Finite element modelling of cracking in concrete gravity dams .” 2008. Doctoral Dissertation, University of Pretoria. Accessed January 25, 2020. http://upetd.up.ac.za/thesis/available/etd-01302008-160623/.

MLA Handbook (7th Edition):

author], [No. “Finite element modelling of cracking in concrete gravity dams .” 2008. Web. 25 Jan 2020.

Vancouver:

author] [. Finite element modelling of cracking in concrete gravity dams . [Internet] [Doctoral dissertation]. University of Pretoria; 2008. [cited 2020 Jan 25]. Available from: http://upetd.up.ac.za/thesis/available/etd-01302008-160623/.

Council of Science Editors:

author] [. Finite element modelling of cracking in concrete gravity dams . [Doctoral Dissertation]. University of Pretoria; 2008. Available from: http://upetd.up.ac.za/thesis/available/etd-01302008-160623/

7. Stoner, Joseph. Finite Element Modelling of GFRP Reinforced Concrete Beams.

Degree: 2015, University of Waterloo

 The numerical modelling of twelve concrete beams reinforced with glass fibre reinforced polymer (GFRP) longitudinal and transverse bars was performed by the author using the… (more)

Subjects/Keywords: GFRP; ABAQUS; Concrete Damaged Plasticity Model; Finite Element Analysis; Concrete; glass fibre reinforced polymers; shear reinforcement; Fracture mechanics; smeared reinforcement; FEA; dilation angle; truss reinforcement

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Stoner, J. (2015). Finite Element Modelling of GFRP Reinforced Concrete Beams. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9286

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):

Stoner, Joseph. “Finite Element Modelling of GFRP Reinforced Concrete Beams.” 2015. Thesis, University of Waterloo. Accessed January 25, 2020. http://hdl.handle.net/10012/9286.

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

MLA Handbook (7th Edition):

Stoner, Joseph. “Finite Element Modelling of GFRP Reinforced Concrete Beams.” 2015. Web. 25 Jan 2020.

Vancouver:

Stoner J. Finite Element Modelling of GFRP Reinforced Concrete Beams. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/10012/9286.

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

Council of Science Editors:

Stoner J. Finite Element Modelling of GFRP Reinforced Concrete Beams. [Thesis]. University of Waterloo; 2015. Available from: http://hdl.handle.net/10012/9286

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


University of New Mexico

8. Burnett, Damon. A Mesh Objective Algorithm for Modeling Mode-I Cracks Using a Standard Finite Element Formulation.

Degree: Mechanical Engineering, 2015, University of New Mexico

 A computationally efficient mesh objective algorithm for modeling mode-I cracks is developed and implemented within a standard finite element formulation. The algorithm applies the crack… (more)

Subjects/Keywords: smeared crack approach; failure model; mode-I failure; decohesion model; cohesive zone; concrete fracture; computational fracture mechanics; hourglass control; cross-over scaling; finite element method; material failure; mesh objective; double edge notch; softening; fracture energy

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Burnett, D. (2015). A Mesh Objective Algorithm for Modeling Mode-I Cracks Using a Standard Finite Element Formulation. (Doctoral Dissertation). University of New Mexico. Retrieved from http://hdl.handle.net/1928/30376

Chicago Manual of Style (16th Edition):

Burnett, Damon. “A Mesh Objective Algorithm for Modeling Mode-I Cracks Using a Standard Finite Element Formulation.” 2015. Doctoral Dissertation, University of New Mexico. Accessed January 25, 2020. http://hdl.handle.net/1928/30376.

MLA Handbook (7th Edition):

Burnett, Damon. “A Mesh Objective Algorithm for Modeling Mode-I Cracks Using a Standard Finite Element Formulation.” 2015. Web. 25 Jan 2020.

Vancouver:

Burnett D. A Mesh Objective Algorithm for Modeling Mode-I Cracks Using a Standard Finite Element Formulation. [Internet] [Doctoral dissertation]. University of New Mexico; 2015. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/1928/30376.

Council of Science Editors:

Burnett D. A Mesh Objective Algorithm for Modeling Mode-I Cracks Using a Standard Finite Element Formulation. [Doctoral Dissertation]. University of New Mexico; 2015. Available from: http://hdl.handle.net/1928/30376


Texas A&M University

9. Zhang, Xiong. Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.

Degree: 2005, Texas A&M University

 The coupled and uncoupled consolidation theories for saturated-unsaturated soils have been discussed. A new method for constructing the constitutive surfaces for saturated-unsaturated soils has been… (more)

Subjects/Keywords: consolidation; Unsaturated Soils; Numerical Simulation; Residential Buildings; Expansive Soils; constitutive surfaces; thermodynamic analogue; collapsible soils; Mandel-Cryer effect; boundary conditions; soil-structure interaction; shell elements; smeared model

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhang, X. (2005). Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2747

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):

Zhang, Xiong. “Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.” 2005. Thesis, Texas A&M University. Accessed January 25, 2020. http://hdl.handle.net/1969.1/2747.

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

MLA Handbook (7th Edition):

Zhang, Xiong. “Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils.” 2005. Web. 25 Jan 2020.

Vancouver:

Zhang X. Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/1969.1/2747.

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

Council of Science Editors:

Zhang X. Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2747

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


Delft University of Technology

10. Yu, C. From sequentially linear analysis to incremental sequentially linear analysis: Robust algorithms for solving the non-linear equations of structures of quasi-brittle materials.

Degree: 2019, Delft University of Technology

 It is difficult to accurately predict the strength of masonry and concrete structures. The most widely used method for simulating their behaviour is finite element… (more)

Subjects/Keywords: Structural mechanics; Computational mechanics; Fracture mechanics; Quasi-brittle materials; Incremental; Saw tooth model; Sequentially linear analysis (SLA); Smeared crack model; Damage model; Strong discontinuity; Newton-Raphson (N-R) method; Piecewise, Iterative; Implicit; Explicit; Masonry; Concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yu, C. (2019). From sequentially linear analysis to incremental sequentially linear analysis: Robust algorithms for solving the non-linear equations of structures of quasi-brittle materials. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; urn:NBN:nl:ui:24-uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; b20beffc-f69f-4723-9c91-77da79861f62 ; 10.4233/uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; urn:isbn:978-94-028-1476-7 ; urn:NBN:nl:ui:24-uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; http://resolver.tudelft.nl/uuid:b20beffc-f69f-4723-9c91-77da79861f62

Chicago Manual of Style (16th Edition):

Yu, C. “From sequentially linear analysis to incremental sequentially linear analysis: Robust algorithms for solving the non-linear equations of structures of quasi-brittle materials.” 2019. Doctoral Dissertation, Delft University of Technology. Accessed January 25, 2020. http://resolver.tudelft.nl/uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; urn:NBN:nl:ui:24-uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; b20beffc-f69f-4723-9c91-77da79861f62 ; 10.4233/uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; urn:isbn:978-94-028-1476-7 ; urn:NBN:nl:ui:24-uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; http://resolver.tudelft.nl/uuid:b20beffc-f69f-4723-9c91-77da79861f62.

MLA Handbook (7th Edition):

Yu, C. “From sequentially linear analysis to incremental sequentially linear analysis: Robust algorithms for solving the non-linear equations of structures of quasi-brittle materials.” 2019. Web. 25 Jan 2020.

Vancouver:

Yu C. From sequentially linear analysis to incremental sequentially linear analysis: Robust algorithms for solving the non-linear equations of structures of quasi-brittle materials. [Internet] [Doctoral dissertation]. Delft University of Technology; 2019. [cited 2020 Jan 25]. Available from: http://resolver.tudelft.nl/uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; urn:NBN:nl:ui:24-uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; b20beffc-f69f-4723-9c91-77da79861f62 ; 10.4233/uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; urn:isbn:978-94-028-1476-7 ; urn:NBN:nl:ui:24-uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; http://resolver.tudelft.nl/uuid:b20beffc-f69f-4723-9c91-77da79861f62.

Council of Science Editors:

Yu C. From sequentially linear analysis to incremental sequentially linear analysis: Robust algorithms for solving the non-linear equations of structures of quasi-brittle materials. [Doctoral Dissertation]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; urn:NBN:nl:ui:24-uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; b20beffc-f69f-4723-9c91-77da79861f62 ; 10.4233/uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; urn:isbn:978-94-028-1476-7 ; urn:NBN:nl:ui:24-uuid:b20beffc-f69f-4723-9c91-77da79861f62 ; http://resolver.tudelft.nl/uuid:b20beffc-f69f-4723-9c91-77da79861f62

11. Deaton, James B. Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing.

Degree: PhD, Civil and Environmental Engineering, 2013, Georgia Tech

 This research investigated the behavior of nonseismically detailed reinforced concrete exterior beam-column joints subjected to bidirectional lateral cyclic loading using nonlinear finite element analysis (NLFEA).… (more)

Subjects/Keywords: Smeared crack model; Shear failure; Beam-column joint; NLFEA; Earthquake engineering; Seismic design; Finite element method (FEM); Reinforced concrete; Earthquake engineering Research; Structural analysis (Engineering); Numerical analysis; Joints (Engineering); Concrete construction Joints

…a rotating smeared crack concrete constitutive model with a reinforcing bar plasticity… …Panel Response . . . . . . . . . . . . . . 133 Summary of Prototype Model and Sample Material… …Element Model . . . . . . . . . . . . . . . . . . . . . 147 5.2.3 5.3 Description of… …5.3.2 Finite Element Model . . . . . . . . . . . . . . . . . . . . . 163 5.3.3 5.4… …Description of Experiments . . . . . . . . . . . . . . . . . . 179 5.4.2 Finite Element Model… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Deaton, J. B. (2013). Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/47538

Chicago Manual of Style (16th Edition):

Deaton, James B. “Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing.” 2013. Doctoral Dissertation, Georgia Tech. Accessed January 25, 2020. http://hdl.handle.net/1853/47538.

MLA Handbook (7th Edition):

Deaton, James B. “Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing.” 2013. Web. 25 Jan 2020.

Vancouver:

Deaton JB. Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing. [Internet] [Doctoral dissertation]. Georgia Tech; 2013. [cited 2020 Jan 25]. Available from: http://hdl.handle.net/1853/47538.

Council of Science Editors:

Deaton JB. Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing. [Doctoral Dissertation]. Georgia Tech; 2013. Available from: http://hdl.handle.net/1853/47538

.