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:( Shear locking). Showing records 1 – 8 of 8 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters

1. Arthur Álax de Araújo Albuquerque. Implementação de elementos finitos de barra e placa para a análise de esforços em tabuleiros de pontes por meio de superfícies de influência.

Degree: 2014, University of São Paulo

Este trabalho consiste em analisar os esforços em tabuleiros de pontes por meio de superfícies de influência. Para isto, o método dos elementos finitos (MEF)… (more)

Subjects/Keywords: Elementos finitos; Pontes; Reissner-Mindlin; Shear locking; Superfície de influência; Tabelas de Rüsch; Timoshenko; Bridges; Finite elements; Influence surface; Reissner-Mindlin; Rüsch's tables; Shear locking; Timoshenko

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Albuquerque, A. . d. A. (2014). Implementação de elementos finitos de barra e placa para a análise de esforços em tabuleiros de pontes por meio de superfícies de influência. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28072014-093844/

Chicago Manual of Style (16th Edition):

Albuquerque, Arthur Álax de Araújo. “Implementação de elementos finitos de barra e placa para a análise de esforços em tabuleiros de pontes por meio de superfícies de influência.” 2014. Masters Thesis, University of São Paulo. Accessed April 13, 2021. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28072014-093844/.

MLA Handbook (7th Edition):

Albuquerque, Arthur Álax de Araújo. “Implementação de elementos finitos de barra e placa para a análise de esforços em tabuleiros de pontes por meio de superfícies de influência.” 2014. Web. 13 Apr 2021.

Vancouver:

Albuquerque AdA. Implementação de elementos finitos de barra e placa para a análise de esforços em tabuleiros de pontes por meio de superfícies de influência. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2021 Apr 13]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28072014-093844/.

Council of Science Editors:

Albuquerque AdA. Implementação de elementos finitos de barra e placa para a análise de esforços em tabuleiros de pontes por meio de superfícies de influência. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28072014-093844/


University of Florida

2. Chen, Hailong. Mixed Formulation Using Implicit Boundary Finite Element Method.

Degree: MS, Mechanical Engineering - Mechanical and Aerospace Engineering, 2012, University of Florida

 Implicit Boundary Finite Element Method (IBFEM) is a mesh independent finite element method, which is motivated by the desire to avoid mesh generation difficulties in… (more)

Subjects/Keywords: Bending moments; Cantilever plates; Convergent boundaries; Finite element method; Geometry; Mindlin plates; Mindlin Reissner plate theory; Plate theory; Shape functions; Structural deflection; 2d-shell  – boundary  – formulation  – implicit  – mesh-independent  – mindlin  – mixed  – plate  – shear-locking  – volummetric-locking

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, H. (2012). Mixed Formulation Using Implicit Boundary Finite Element Method. (Masters Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0044151

Chicago Manual of Style (16th Edition):

Chen, Hailong. “Mixed Formulation Using Implicit Boundary Finite Element Method.” 2012. Masters Thesis, University of Florida. Accessed April 13, 2021. https://ufdc.ufl.edu/UFE0044151.

MLA Handbook (7th Edition):

Chen, Hailong. “Mixed Formulation Using Implicit Boundary Finite Element Method.” 2012. Web. 13 Apr 2021.

Vancouver:

Chen H. Mixed Formulation Using Implicit Boundary Finite Element Method. [Internet] [Masters thesis]. University of Florida; 2012. [cited 2021 Apr 13]. Available from: https://ufdc.ufl.edu/UFE0044151.

Council of Science Editors:

Chen H. Mixed Formulation Using Implicit Boundary Finite Element Method. [Masters Thesis]. University of Florida; 2012. Available from: https://ufdc.ufl.edu/UFE0044151


Louisiana State University

3. Woelke, Pawel Benedykt. Computational model for elasto-plastic and damage analysis of plates and shells.

Degree: PhD, Civil and Environmental Engineering, 2005, Louisiana State University

 Shells and plates are very important for various engineering applications. Analysis and design of these structures is therefore continuously of interest to the scientific and… (more)

Subjects/Keywords: transverse shear strains; plates and shells; damage in shells; plastic shells with mixed hardening; large rotations; shear and membrane locking

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Woelke, P. B. (2005). Computational model for elasto-plastic and damage analysis of plates and shells. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-07082005-043614 ; https://digitalcommons.lsu.edu/gradschool_dissertations/2945

Chicago Manual of Style (16th Edition):

Woelke, Pawel Benedykt. “Computational model for elasto-plastic and damage analysis of plates and shells.” 2005. Doctoral Dissertation, Louisiana State University. Accessed April 13, 2021. etd-07082005-043614 ; https://digitalcommons.lsu.edu/gradschool_dissertations/2945.

MLA Handbook (7th Edition):

Woelke, Pawel Benedykt. “Computational model for elasto-plastic and damage analysis of plates and shells.” 2005. Web. 13 Apr 2021.

Vancouver:

Woelke PB. Computational model for elasto-plastic and damage analysis of plates and shells. [Internet] [Doctoral dissertation]. Louisiana State University; 2005. [cited 2021 Apr 13]. Available from: etd-07082005-043614 ; https://digitalcommons.lsu.edu/gradschool_dissertations/2945.

Council of Science Editors:

Woelke PB. Computational model for elasto-plastic and damage analysis of plates and shells. [Doctoral Dissertation]. Louisiana State University; 2005. Available from: etd-07082005-043614 ; https://digitalcommons.lsu.edu/gradschool_dissertations/2945

4. Cinefra, Maria. Refined and advanced shell models for the analysis of advanced structures : Modèles raffinées et avancées de coque pour l'analyse des structures.

Degree: Docteur es, Mécanique, 2012, Université Paris X – Nanterre

La thèse est décomposée en trois parties. Dans la première partie, les modèles de la CUF sont présentés. La CUF permet d’obtenir, dans un formalisme… (more)

Subjects/Keywords: Coque; Modèles raffinés; Structures multicouches; Problème multi-champs; Méthode des éléments finis; Verrouillage en cisaillement et en membrane; Shell; Refined models; Multilayered structures; Multifield problems; Finite element method; Membrane and shear locking; 620

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cinefra, M. (2012). Refined and advanced shell models for the analysis of advanced structures : Modèles raffinées et avancées de coque pour l'analyse des structures. (Doctoral Dissertation). Université Paris X – Nanterre. Retrieved from http://www.theses.fr/2012PA100051

Chicago Manual of Style (16th Edition):

Cinefra, Maria. “Refined and advanced shell models for the analysis of advanced structures : Modèles raffinées et avancées de coque pour l'analyse des structures.” 2012. Doctoral Dissertation, Université Paris X – Nanterre. Accessed April 13, 2021. http://www.theses.fr/2012PA100051.

MLA Handbook (7th Edition):

Cinefra, Maria. “Refined and advanced shell models for the analysis of advanced structures : Modèles raffinées et avancées de coque pour l'analyse des structures.” 2012. Web. 13 Apr 2021.

Vancouver:

Cinefra M. Refined and advanced shell models for the analysis of advanced structures : Modèles raffinées et avancées de coque pour l'analyse des structures. [Internet] [Doctoral dissertation]. Université Paris X – Nanterre; 2012. [cited 2021 Apr 13]. Available from: http://www.theses.fr/2012PA100051.

Council of Science Editors:

Cinefra M. Refined and advanced shell models for the analysis of advanced structures : Modèles raffinées et avancées de coque pour l'analyse des structures. [Doctoral Dissertation]. Université Paris X – Nanterre; 2012. Available from: http://www.theses.fr/2012PA100051


University of Washington

5. Kim, Han-Gyu. Experimental and Numerical Nonlinear Dynamics and Stress Field Analysis of Post-Buckled Composite Plates.

Degree: PhD, 2019, University of Washington

 Thermally-buckled composite panels in aircraft may experience dynamic snap-through due to aerodynamic loading, which can accelerate damage growth (or delamination) in these structures. Therefore, characterizing… (more)

Subjects/Keywords: Digital image correlation (DIC); Enhanced assumed strain (EAS); Mixed interpolation of tensorial components (MITC4); Nonlinear dynamics and snap-through boundaries; Shear and membrane locking; Stress and fatigue analysis of post-buckled composite plates; Aerospace engineering; Mechanical engineering; Civil engineering; Civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kim, H. (2019). Experimental and Numerical Nonlinear Dynamics and Stress Field Analysis of Post-Buckled Composite Plates. (Doctoral Dissertation). University of Washington. Retrieved from http://hdl.handle.net/1773/44119

Chicago Manual of Style (16th Edition):

Kim, Han-Gyu. “Experimental and Numerical Nonlinear Dynamics and Stress Field Analysis of Post-Buckled Composite Plates.” 2019. Doctoral Dissertation, University of Washington. Accessed April 13, 2021. http://hdl.handle.net/1773/44119.

MLA Handbook (7th Edition):

Kim, Han-Gyu. “Experimental and Numerical Nonlinear Dynamics and Stress Field Analysis of Post-Buckled Composite Plates.” 2019. Web. 13 Apr 2021.

Vancouver:

Kim H. Experimental and Numerical Nonlinear Dynamics and Stress Field Analysis of Post-Buckled Composite Plates. [Internet] [Doctoral dissertation]. University of Washington; 2019. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/1773/44119.

Council of Science Editors:

Kim H. Experimental and Numerical Nonlinear Dynamics and Stress Field Analysis of Post-Buckled Composite Plates. [Doctoral Dissertation]. University of Washington; 2019. Available from: http://hdl.handle.net/1773/44119

6. Le, Thi Huyen Cham. Robust variable kinematics plate finite elements for composite structures : Éléments finis robustes à cinématique variable pour la modélisation des plaques composites.

Degree: Docteur es, Mécanique, génie mécanique, génie civil, 2019, Université Paris X – Nanterre

Le but de ce travail est de développer deux nouveaux éléments finis quadrilatéraux à quatre et à huit nœuds implantés dans le code commercial de… (more)

Subjects/Keywords: Cinématique variable; Verrouillage en cisaillement transverse; Maillage distordu; Eléments Finis plaque; Structure composite; Plaque trouée; Plate finite element; Variable kinematics model; Shear locking; Mesh distortion; Composite structure; Plate with hole; 621

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Le, T. H. C. (2019). Robust variable kinematics plate finite elements for composite structures : Éléments finis robustes à cinématique variable pour la modélisation des plaques composites. (Doctoral Dissertation). Université Paris X – Nanterre. Retrieved from http://www.theses.fr/2019PA100053

Chicago Manual of Style (16th Edition):

Le, Thi Huyen Cham. “Robust variable kinematics plate finite elements for composite structures : Éléments finis robustes à cinématique variable pour la modélisation des plaques composites.” 2019. Doctoral Dissertation, Université Paris X – Nanterre. Accessed April 13, 2021. http://www.theses.fr/2019PA100053.

MLA Handbook (7th Edition):

Le, Thi Huyen Cham. “Robust variable kinematics plate finite elements for composite structures : Éléments finis robustes à cinématique variable pour la modélisation des plaques composites.” 2019. Web. 13 Apr 2021.

Vancouver:

Le THC. Robust variable kinematics plate finite elements for composite structures : Éléments finis robustes à cinématique variable pour la modélisation des plaques composites. [Internet] [Doctoral dissertation]. Université Paris X – Nanterre; 2019. [cited 2021 Apr 13]. Available from: http://www.theses.fr/2019PA100053.

Council of Science Editors:

Le THC. Robust variable kinematics plate finite elements for composite structures : Éléments finis robustes à cinématique variable pour la modélisation des plaques composites. [Doctoral Dissertation]. Université Paris X – Nanterre; 2019. Available from: http://www.theses.fr/2019PA100053

7. Wobker, Hilmar. Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems.

Degree: 2010, Technische Universität Dortmund

 Bei der Simulation realistischer strukturmechanischer Probleme können Gleichungssysteme mit mehreren hundert Millionen Unbekannten entstehen. Für die effiziente Lösung solcher Systeme sind parallele Multilevel-Methoden unerlässlich, die… (more)

Subjects/Keywords: Adaptive coarse grid correction; Adaptive Grobgitterkorrektur; Damped Newton-Raphson; Domain decomposition; Elasticity; Elastizität; Elastodynamic; Elastodynamisch; Elastostatic; Elastostatisch; Equal-order finite elements; FEAST; FEAST; Festkörpermechanik; Finite deformation; Finite Deformation; Finite-Elemente-Methode; Finite element method; Gebietszerlegung; Gedämpftes Newton-Raphson; Gemischte Formulierung; Globales Newton-Raphson; Global Newton-Raphson; Große Deformation; Großskalig; Hardware-oriented; Hardware-orientiert; High performance computing; Incompressible material; Inexact Newton-Raphson; Inexaktes Newton-Raphson; Inkompressibles Material; Irreguläres Gitter; Irregular grids; Iterativer Löser; Iterative solver; Large deformation; Large-scale; LBB stabilisation; LBB Stabilisierung; Line-search; Liniensuche; Mehrgitter; Mehrgitter-Krylov; Minimale Überlappung; Minimal overlap; Mixed formulation; Multigrid; Multigrid-Krylov; Multilevel; Multilevel; Newton-Raphson; Nicht-konformes Mehrgitter; Nonconforming multigrid; Parallel computing; Parallele Effizienz; Parallel efficiency; Paralleles Rechnen; Saddle point problem; Sattelpunkt-Problem; ScaRC; ScaRC; Schubversteifung; Schur complement preconditioning; Schurkomplement-Vorkonditionierer; Shear locking; Solid mechanics; Structural mechanics; Strukturmechanik; Transient; Vanka; Vanka; Volume locking; Volumenversteifung; Zeitabhängig; 510

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wobker, H. (2010). Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems. (Thesis). Technische Universität Dortmund. Retrieved from http://hdl.handle.net/2003/26998

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):

Wobker, Hilmar. “Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems.” 2010. Thesis, Technische Universität Dortmund. Accessed April 13, 2021. http://hdl.handle.net/2003/26998.

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

MLA Handbook (7th Edition):

Wobker, Hilmar. “Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems.” 2010. Web. 13 Apr 2021.

Vancouver:

Wobker H. Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems. [Internet] [Thesis]. Technische Universität Dortmund; 2010. [cited 2021 Apr 13]. Available from: http://hdl.handle.net/2003/26998.

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

Council of Science Editors:

Wobker H. Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems. [Thesis]. Technische Universität Dortmund; 2010. Available from: http://hdl.handle.net/2003/26998

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

8. Wobker, Hilmar. Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems.

Degree: 2010, Technische Universität Dortmund

 In the simulation of realistic solid mechanical problems, linear equation systems with hundreds of million unknowns can arise. For the efficient solution of such systems,… (more)

Subjects/Keywords: Iterativer Löser; Multilevel; Mehrgitter; Gebietszerlegung; Mehrgitter-Krylov; Nicht-konformes Mehrgitter; ScaRC; Adaptive Grobgitterkorrektur; Minimale Überlappung; Sattelpunkt-Problem; Schurkomplement-Vorkonditionierer; Vanka; Gedämpftes Newton-Raphson; Globales Newton-Raphson; Inexaktes Newton-Raphson; Liniensuche; FEAST; Hardware-orientiert; Großskalig; Paralleles Rechnen; Parallele Effizienz; Finite-Elemente-Methode; Gemischte Formulierung; LBB Stabilisierung; Irreguläres Gitter; Festkörpermechanik; Strukturmechanik; Elastizität; Elastostatisch; Elastodynamisch; Zeitabhängig; Inkompressibles Material; Finite Deformation; Große Deformation; Volumenversteifung; Schubversteifung; Iterative solver; Multilevel; Multigrid; Domain decomposition; Multigrid-Krylov; Nonconforming multigrid; ScaRC; Adaptive coarse grid correction; Minimal overlap; Saddle point problem; Schur complement preconditioning; Vanka; Newton-Raphson; Damped Newton-Raphson; Global Newton-Raphson; Inexact Newton-Raphson; Line-search; FEAST; High performance computing; Hardware-oriented; Large-scale; Parallel computing; Parallel efficiency; Finite element method; Mixed formulation; LBB stabilisation; Equal-order finite elements; Irregular grids; Solid mechanics; Structural mechanics; Elasticity; Elastostatic; Elastodynamic; Transient; Incompressible material; Finite deformation; Large deformation; Volume locking; Shear locking; 510

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wobker, H. (2010). Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems. (Doctoral Dissertation). Technische Universität Dortmund. Retrieved from http://dx.doi.org/10.17877/DE290R-497

Chicago Manual of Style (16th Edition):

Wobker, Hilmar. “Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems.” 2010. Doctoral Dissertation, Technische Universität Dortmund. Accessed April 13, 2021. http://dx.doi.org/10.17877/DE290R-497.

MLA Handbook (7th Edition):

Wobker, Hilmar. “Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems.” 2010. Web. 13 Apr 2021.

Vancouver:

Wobker H. Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems. [Internet] [Doctoral dissertation]. Technische Universität Dortmund; 2010. [cited 2021 Apr 13]. Available from: http://dx.doi.org/10.17877/DE290R-497.

Council of Science Editors:

Wobker H. Efficient multilevel solvers and high performance computing techniques for the finite element simulation of large-scale elasticity problems. [Doctoral Dissertation]. Technische Universität Dortmund; 2010. Available from: http://dx.doi.org/10.17877/DE290R-497

.