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You searched for subject:(shell elements). Showing records 1 – 30 of 33 total matches.

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1. Bari, Mahdi. A finite element study of shell and solid element performance in crash-box simulations.

Degree: Division of Mechanical Engineering and Natural Sciences, 2015, University West

  This thesis comprehends a series of nonlinear numerical studies with the finite element software's LS-Dyna and Impetus AFEA. The main focus lies on a… (more)

Subjects/Keywords: Crash analysis; solid elements; shell elements; LS-Dyna; Impetus AFEA; Hypermesh

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

APA (6th Edition):

Bari, M. (2015). A finite element study of shell and solid element performance in crash-box simulations. (Thesis). University West. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-7575

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):

Bari, Mahdi. “A finite element study of shell and solid element performance in crash-box simulations.” 2015. Thesis, University West. Accessed January 22, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-7575.

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

MLA Handbook (7th Edition):

Bari, Mahdi. “A finite element study of shell and solid element performance in crash-box simulations.” 2015. Web. 22 Jan 2020.

Vancouver:

Bari M. A finite element study of shell and solid element performance in crash-box simulations. [Internet] [Thesis]. University West; 2015. [cited 2020 Jan 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-7575.

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

Council of Science Editors:

Bari M. A finite element study of shell and solid element performance in crash-box simulations. [Thesis]. University West; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-7575

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


University of Colorado

2. Mostafa, Mohammadreza. A Geometric Nonlinear Solid-Shell Element Based on ANS, ANDES and EAS Concepts.

Degree: PhD, 2011, University of Colorado

  In this work, first, a computational approach suitable for combined material and geometrically nonlinear analysis for 2D quadrilateral elements is explained. Its main advantage… (more)

Subjects/Keywords: ANDES; assumed strains; corotational; finite elements; solid-shell; thin shell; Civil Engineering

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APA (6th Edition):

Mostafa, M. (2011). A Geometric Nonlinear Solid-Shell Element Based on ANS, ANDES and EAS Concepts. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/238

Chicago Manual of Style (16th Edition):

Mostafa, Mohammadreza. “A Geometric Nonlinear Solid-Shell Element Based on ANS, ANDES and EAS Concepts.” 2011. Doctoral Dissertation, University of Colorado. Accessed January 22, 2020. https://scholar.colorado.edu/cven_gradetds/238.

MLA Handbook (7th Edition):

Mostafa, Mohammadreza. “A Geometric Nonlinear Solid-Shell Element Based on ANS, ANDES and EAS Concepts.” 2011. Web. 22 Jan 2020.

Vancouver:

Mostafa M. A Geometric Nonlinear Solid-Shell Element Based on ANS, ANDES and EAS Concepts. [Internet] [Doctoral dissertation]. University of Colorado; 2011. [cited 2020 Jan 22]. Available from: https://scholar.colorado.edu/cven_gradetds/238.

Council of Science Editors:

Mostafa M. A Geometric Nonlinear Solid-Shell Element Based on ANS, ANDES and EAS Concepts. [Doctoral Dissertation]. University of Colorado; 2011. Available from: https://scholar.colorado.edu/cven_gradetds/238

3. Ruiz Dominguez, Francisco. Análise estrutural direcionada á redução de espessuras em tubulações industriais.

Degree: Mestrado, Engenharia Mecânica de Projeto de Fabricação, 2008, University of São Paulo

Nas plantas industriais dos setores químico e petroquímico observa-se uma grande quantidade de complexas redes de tubulações instaladas, o que se deve basicamente à necessidade… (more)

Subjects/Keywords: ASME; B31; Finite elements; Piping; Shell; SIF; Stress analyse; Tubulações (análise; estrutura); Wall thickness reduction

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APA (6th Edition):

Ruiz Dominguez, F. (2008). Análise estrutural direcionada á redução de espessuras em tubulações industriais. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3151/tde-06042009-172658/ ;

Chicago Manual of Style (16th Edition):

Ruiz Dominguez, Francisco. “Análise estrutural direcionada á redução de espessuras em tubulações industriais.” 2008. Masters Thesis, University of São Paulo. Accessed January 22, 2020. http://www.teses.usp.br/teses/disponiveis/3/3151/tde-06042009-172658/ ;.

MLA Handbook (7th Edition):

Ruiz Dominguez, Francisco. “Análise estrutural direcionada á redução de espessuras em tubulações industriais.” 2008. Web. 22 Jan 2020.

Vancouver:

Ruiz Dominguez F. Análise estrutural direcionada á redução de espessuras em tubulações industriais. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2020 Jan 22]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3151/tde-06042009-172658/ ;.

Council of Science Editors:

Ruiz Dominguez F. Análise estrutural direcionada á redução de espessuras em tubulações industriais. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/3/3151/tde-06042009-172658/ ;


University of Cincinnati

4. Hauber, Robert J. Finite element analysis of an integrally molded fiber reinforced polymer bridge.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2011, University of Cincinnati

 A finite element model of a fiber reinforced polymer (FRP) bridge in Hamilton County, Ohio was conducted using the computer program SAP2000. The purpose of… (more)

Subjects/Keywords: Civil Engineering; fiber reinforced polymer; finite element analysis; bridge; shell elements; mesh sensitivity

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APA (6th Edition):

Hauber, R. J. (2011). Finite element analysis of an integrally molded fiber reinforced polymer bridge. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1321369004

Chicago Manual of Style (16th Edition):

Hauber, Robert J. “Finite element analysis of an integrally molded fiber reinforced polymer bridge.” 2011. Masters Thesis, University of Cincinnati. Accessed January 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1321369004.

MLA Handbook (7th Edition):

Hauber, Robert J. “Finite element analysis of an integrally molded fiber reinforced polymer bridge.” 2011. Web. 22 Jan 2020.

Vancouver:

Hauber RJ. Finite element analysis of an integrally molded fiber reinforced polymer bridge. [Internet] [Masters thesis]. University of Cincinnati; 2011. [cited 2020 Jan 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1321369004.

Council of Science Editors:

Hauber RJ. Finite element analysis of an integrally molded fiber reinforced polymer bridge. [Masters Thesis]. University of Cincinnati; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1321369004


University of Cambridge

5. Zhang, Qiaoling. Subdivision and manifold techniques for isogeometric design and analysis of surfaces.

Degree: PhD, 2019, University of Cambridge

 Design of surfaces and analysis of partial differential equations defined on them are of great importance in engineering applications, e.g., structural engineering, automotive and aerospace.… (more)

Subjects/Keywords: isogeometric analysis; finite elements; subdivision surfaces; manifold-based surfaces; unstructured meshes; thin shell

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APA (6th Edition):

Zhang, Q. (2019). Subdivision and manifold techniques for isogeometric design and analysis of surfaces. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/293575

Chicago Manual of Style (16th Edition):

Zhang, Qiaoling. “Subdivision and manifold techniques for isogeometric design and analysis of surfaces.” 2019. Doctoral Dissertation, University of Cambridge. Accessed January 22, 2020. https://www.repository.cam.ac.uk/handle/1810/293575.

MLA Handbook (7th Edition):

Zhang, Qiaoling. “Subdivision and manifold techniques for isogeometric design and analysis of surfaces.” 2019. Web. 22 Jan 2020.

Vancouver:

Zhang Q. Subdivision and manifold techniques for isogeometric design and analysis of surfaces. [Internet] [Doctoral dissertation]. University of Cambridge; 2019. [cited 2020 Jan 22]. Available from: https://www.repository.cam.ac.uk/handle/1810/293575.

Council of Science Editors:

Zhang Q. Subdivision and manifold techniques for isogeometric design and analysis of surfaces. [Doctoral Dissertation]. University of Cambridge; 2019. Available from: https://www.repository.cam.ac.uk/handle/1810/293575


Brno University of Technology

6. Konečný, Jiří. Optimalizace tloušťky plechů montované ocelové nádrže .

Degree: 2016, Brno University of Technology

 Tato diplomová práce se zabývá problematikou šroubovaných ocelových nádrží, respektive modifikací jedné z nádrží. Tato modifikace je realizována ve spolupráci s firmou Kohimex spol. s… (more)

Subjects/Keywords: Montované ocelové nádrže; metoda konečných prvků; MKP; ANSYS; Shell 281; ČSN EN; ekonomická úspora; FSI; Assembled steel tanks; finite elements method; FEM; SHELL 281; CSN; eurocodes; economic evaluation; FMI

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APA (6th Edition):

Konečný, J. (2016). Optimalizace tloušťky plechů montované ocelové nádrže . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/59684

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):

Konečný, Jiří. “Optimalizace tloušťky plechů montované ocelové nádrže .” 2016. Thesis, Brno University of Technology. Accessed January 22, 2020. http://hdl.handle.net/11012/59684.

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

MLA Handbook (7th Edition):

Konečný, Jiří. “Optimalizace tloušťky plechů montované ocelové nádrže .” 2016. Web. 22 Jan 2020.

Vancouver:

Konečný J. Optimalizace tloušťky plechů montované ocelové nádrže . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/11012/59684.

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

Council of Science Editors:

Konečný J. Optimalizace tloušťky plechů montované ocelové nádrže . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/59684

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


McMaster University

7. Norman, Geoffrey Ross. Fast Neutron Cross Sections in the 2s-1d Shell.

Degree: PhD, 1971, McMaster University

A new technique has be~n developed for the measurement of fast neutron total cross-sections in the range 0.8 -> 3.0 MeV using the fast… (more)

Subjects/Keywords: fast neutron; cross sections; shell; elements; resonances; nuclear

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APA (6th Edition):

Norman, G. R. (1971). Fast Neutron Cross Sections in the 2s-1d Shell. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/20007

Chicago Manual of Style (16th Edition):

Norman, Geoffrey Ross. “Fast Neutron Cross Sections in the 2s-1d Shell.” 1971. Doctoral Dissertation, McMaster University. Accessed January 22, 2020. http://hdl.handle.net/11375/20007.

MLA Handbook (7th Edition):

Norman, Geoffrey Ross. “Fast Neutron Cross Sections in the 2s-1d Shell.” 1971. Web. 22 Jan 2020.

Vancouver:

Norman GR. Fast Neutron Cross Sections in the 2s-1d Shell. [Internet] [Doctoral dissertation]. McMaster University; 1971. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/11375/20007.

Council of Science Editors:

Norman GR. Fast Neutron Cross Sections in the 2s-1d Shell. [Doctoral Dissertation]. McMaster University; 1971. Available from: http://hdl.handle.net/11375/20007


Universidade Nova

8. Fraga, Pedro Torres. EFFECT – Efficient finite element code.

Degree: 2015, Universidade Nova

 The theme of this dissertation is the finite element method applied to mechanical structures. A new finite element program is developed that, besides executing different… (more)

Subjects/Keywords: Finite element method; C++; Shell elements; Nonlinear analysis; Corotational formulation; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Mecânica

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APA (6th Edition):

Fraga, P. T. (2015). EFFECT – Efficient finite element code. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15960

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):

Fraga, Pedro Torres. “EFFECT – Efficient finite element code.” 2015. Thesis, Universidade Nova. Accessed January 22, 2020. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15960.

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

MLA Handbook (7th Edition):

Fraga, Pedro Torres. “EFFECT – Efficient finite element code.” 2015. Web. 22 Jan 2020.

Vancouver:

Fraga PT. EFFECT – Efficient finite element code. [Internet] [Thesis]. Universidade Nova; 2015. [cited 2020 Jan 22]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15960.

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

Council of Science Editors:

Fraga PT. EFFECT – Efficient finite element code. [Thesis]. Universidade Nova; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/15960

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

9. Featherstone, Amy Marie. Construction of long annually-resolved shell-based chronologies using Glycymeris glycymeris (Bivalvia ; Glycymerididae) from the Bay of Brest, France : Construction de chronologies pluri-décennales à résolution annuelle à partir de coquilles de Glycymeris Glycymeris (bivalvia ; Glycymerididae) de la rade de Brest.

Degree: Docteur es, Biologie marine, 2017, Brest

Ce doctorat repose sur l'utilisation de Glycymeris glycymeris, un bivalve de la famille des Glycymerididae, pour reconstruire la variabilité environnementale en rade de Brest (France).… (more)

Subjects/Keywords: Sclérochronologie; Bivalves; Glycymeris; Croissance coquillière; Isotopes stables; Éléments traces; Sclerochronology; Bivalves; Glycymeris; Shell growth; Stable isotopes; Trace elements

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APA (6th Edition):

Featherstone, A. M. (2017). Construction of long annually-resolved shell-based chronologies using Glycymeris glycymeris (Bivalvia ; Glycymerididae) from the Bay of Brest, France : Construction de chronologies pluri-décennales à résolution annuelle à partir de coquilles de Glycymeris Glycymeris (bivalvia ; Glycymerididae) de la rade de Brest. (Doctoral Dissertation). Brest. Retrieved from http://www.theses.fr/2017BRES0052

Chicago Manual of Style (16th Edition):

Featherstone, Amy Marie. “Construction of long annually-resolved shell-based chronologies using Glycymeris glycymeris (Bivalvia ; Glycymerididae) from the Bay of Brest, France : Construction de chronologies pluri-décennales à résolution annuelle à partir de coquilles de Glycymeris Glycymeris (bivalvia ; Glycymerididae) de la rade de Brest.” 2017. Doctoral Dissertation, Brest. Accessed January 22, 2020. http://www.theses.fr/2017BRES0052.

MLA Handbook (7th Edition):

Featherstone, Amy Marie. “Construction of long annually-resolved shell-based chronologies using Glycymeris glycymeris (Bivalvia ; Glycymerididae) from the Bay of Brest, France : Construction de chronologies pluri-décennales à résolution annuelle à partir de coquilles de Glycymeris Glycymeris (bivalvia ; Glycymerididae) de la rade de Brest.” 2017. Web. 22 Jan 2020.

Vancouver:

Featherstone AM. Construction of long annually-resolved shell-based chronologies using Glycymeris glycymeris (Bivalvia ; Glycymerididae) from the Bay of Brest, France : Construction de chronologies pluri-décennales à résolution annuelle à partir de coquilles de Glycymeris Glycymeris (bivalvia ; Glycymerididae) de la rade de Brest. [Internet] [Doctoral dissertation]. Brest; 2017. [cited 2020 Jan 22]. Available from: http://www.theses.fr/2017BRES0052.

Council of Science Editors:

Featherstone AM. Construction of long annually-resolved shell-based chronologies using Glycymeris glycymeris (Bivalvia ; Glycymerididae) from the Bay of Brest, France : Construction de chronologies pluri-décennales à résolution annuelle à partir de coquilles de Glycymeris Glycymeris (bivalvia ; Glycymerididae) de la rade de Brest. [Doctoral Dissertation]. Brest; 2017. Available from: http://www.theses.fr/2017BRES0052


Brigham Young University

10. Prinz, Gary S. Effect of Beam Splicing on Seismic Response of Buckling-Restrained Braced Frames.

Degree: MS, 2007, Brigham Young University

 The deformation capacity of typical buckling-restrained braced frames (BRBFs) is limited by the rotation capacity of connecting regions. The rotation capacity of the connection region… (more)

Subjects/Keywords: BRBF; shell elements; dynamic; Civil and Environmental Engineering

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APA (6th Edition):

Prinz, G. S. (2007). Effect of Beam Splicing on Seismic Response of Buckling-Restrained Braced Frames. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2207&context=etd

Chicago Manual of Style (16th Edition):

Prinz, Gary S. “Effect of Beam Splicing on Seismic Response of Buckling-Restrained Braced Frames.” 2007. Masters Thesis, Brigham Young University. Accessed January 22, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2207&context=etd.

MLA Handbook (7th Edition):

Prinz, Gary S. “Effect of Beam Splicing on Seismic Response of Buckling-Restrained Braced Frames.” 2007. Web. 22 Jan 2020.

Vancouver:

Prinz GS. Effect of Beam Splicing on Seismic Response of Buckling-Restrained Braced Frames. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2020 Jan 22]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2207&context=etd.

Council of Science Editors:

Prinz GS. Effect of Beam Splicing on Seismic Response of Buckling-Restrained Braced Frames. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2207&context=etd

11. Van Dam, J. Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:.

Degree: 2015, Delft University of Technology

 This study investigates four numerical models to approximate the static and dynamic resistance of an unreinforced masonry wall loaded in one-way out-of-plane bending. From validation… (more)

Subjects/Keywords: out-of-plane bending; unreinforced masonry; numerical validation; shell elements; earthquake loading; one-way bending; micro-modelling; interface stiffness

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APA (6th Edition):

Van Dam, J. (2015). Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:25be8f0b-dcde-4ce3-a7f2-43d3215c70d2

Chicago Manual of Style (16th Edition):

Van Dam, J. “Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:.” 2015. Masters Thesis, Delft University of Technology. Accessed January 22, 2020. http://resolver.tudelft.nl/uuid:25be8f0b-dcde-4ce3-a7f2-43d3215c70d2.

MLA Handbook (7th Edition):

Van Dam, J. “Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:.” 2015. Web. 22 Jan 2020.

Vancouver:

Van Dam J. Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Jan 22]. Available from: http://resolver.tudelft.nl/uuid:25be8f0b-dcde-4ce3-a7f2-43d3215c70d2.

Council of Science Editors:

Van Dam J. Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:25be8f0b-dcde-4ce3-a7f2-43d3215c70d2


Indian Institute of Science

12. Veenaranjini, S M. Low-Order Laminated Lock-Free Beam And Plate Elements Based On Coupled Displacement Field.

Degree: 2004, Indian Institute of Science

 This study aims to investigate the behaviour of low-order beam and plate elements especially for their application to laminated structures. The merits and dements of… (more)

Subjects/Keywords: Beams (Machines); Plates (Machines); Composite Beams; Beams - Behaviour; Plates - Behaviour; Beam Elements; Material Coupling; Coupled Displacement Field; Plate Element; Quadrilateral Plate; Shell Elements; New Coupled Field; Rectangular Plate; Structural Engineering

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APA (6th Edition):

Veenaranjini, S. M. (2004). Low-Order Laminated Lock-Free Beam And Plate Elements Based On Coupled Displacement Field. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/313

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):

Veenaranjini, S M. “Low-Order Laminated Lock-Free Beam And Plate Elements Based On Coupled Displacement Field.” 2004. Thesis, Indian Institute of Science. Accessed January 22, 2020. http://hdl.handle.net/2005/313.

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

MLA Handbook (7th Edition):

Veenaranjini, S M. “Low-Order Laminated Lock-Free Beam And Plate Elements Based On Coupled Displacement Field.” 2004. Web. 22 Jan 2020.

Vancouver:

Veenaranjini SM. Low-Order Laminated Lock-Free Beam And Plate Elements Based On Coupled Displacement Field. [Internet] [Thesis]. Indian Institute of Science; 2004. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2005/313.

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

Council of Science Editors:

Veenaranjini SM. Low-Order Laminated Lock-Free Beam And Plate Elements Based On Coupled Displacement Field. [Thesis]. Indian Institute of Science; 2004. Available from: http://hdl.handle.net/2005/313

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

13. Fiorani, Lucas Anastasi. Sobre o uso de subestruturas na modelagem de estruturas complexas.

Degree: Mestrado, Engenharia de Estruturas, 2009, University of São Paulo

Na engenharia, existem diversas técnicas de análise estrutural que conduzem à obtenção de esforços e deslocamentos com considerável grau de eficácia e acurácia e, dentre… (more)

Subjects/Keywords: Cidade da Música; Cidade da Música; Finite elements; Geometria e modelagem computacional; Grids; Hierarchical modeling; Hierarchical models; Método dos elementos finitos; Modelos matemáticos; Plates; Shell; Substructures; Substructuring

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APA (6th Edition):

Fiorani, L. A. (2009). Sobre o uso de subestruturas na modelagem de estruturas complexas. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-07082009-143540/ ;

Chicago Manual of Style (16th Edition):

Fiorani, Lucas Anastasi. “Sobre o uso de subestruturas na modelagem de estruturas complexas.” 2009. Masters Thesis, University of São Paulo. Accessed January 22, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-07082009-143540/ ;.

MLA Handbook (7th Edition):

Fiorani, Lucas Anastasi. “Sobre o uso de subestruturas na modelagem de estruturas complexas.” 2009. Web. 22 Jan 2020.

Vancouver:

Fiorani LA. Sobre o uso de subestruturas na modelagem de estruturas complexas. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2020 Jan 22]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-07082009-143540/ ;.

Council of Science Editors:

Fiorani LA. Sobre o uso de subestruturas na modelagem de estruturas complexas. [Masters Thesis]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-07082009-143540/ ;

14. Carrijo, Elias Calixto. Processamento paralelo aplicado em análise não linear de cascas.

Degree: PhD, Estruturas, 2001, University of São Paulo

Este trabalho tem o intuito de fazer uso do processamento paralelo na análise não linear de cascas pelo método dos elementos finitos. O elemento finito… (more)

Subjects/Keywords: casca; elementos finitos; finite elements; paralelismo; parallelism; plasticidade; plasticity; shell

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

APA (6th Edition):

Carrijo, E. C. (2001). Processamento paralelo aplicado em análise não linear de cascas. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-31052006-152549/ ;

Chicago Manual of Style (16th Edition):

Carrijo, Elias Calixto. “Processamento paralelo aplicado em análise não linear de cascas.” 2001. Doctoral Dissertation, University of São Paulo. Accessed January 22, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-31052006-152549/ ;.

MLA Handbook (7th Edition):

Carrijo, Elias Calixto. “Processamento paralelo aplicado em análise não linear de cascas.” 2001. Web. 22 Jan 2020.

Vancouver:

Carrijo EC. Processamento paralelo aplicado em análise não linear de cascas. [Internet] [Doctoral dissertation]. University of São Paulo; 2001. [cited 2020 Jan 22]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-31052006-152549/ ;.

Council of Science Editors:

Carrijo EC. Processamento paralelo aplicado em análise não linear de cascas. [Doctoral Dissertation]. University of São Paulo; 2001. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-31052006-152549/ ;

15. Moreira, Maria de Lourdes Teixeira. Parametrização das rotações em teorias de barras e cascas.

Degree: PhD, Engenharia de Estruturas, 2009, University of São Paulo

Este trabalho apresenta uma formulação tensorial genérica para parametrização das rotações do tipo vetorial destinada ao estudo de grandes rotações no espaço tridimensional. Esta formulação… (more)

Subjects/Keywords: Análise não linear de estruturas; Barras; Cascas (engenharia); Finite elements; Finite rotation; Geometrically exact approach; Método dos elementos finitos; Nonlinear analysis; Nonlinear rod and shell models

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APA (6th Edition):

Moreira, M. d. L. T. (2009). Parametrização das rotações em teorias de barras e cascas. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-01092009-152009/ ;

Chicago Manual of Style (16th Edition):

Moreira, Maria de Lourdes Teixeira. “Parametrização das rotações em teorias de barras e cascas.” 2009. Doctoral Dissertation, University of São Paulo. Accessed January 22, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-01092009-152009/ ;.

MLA Handbook (7th Edition):

Moreira, Maria de Lourdes Teixeira. “Parametrização das rotações em teorias de barras e cascas.” 2009. Web. 22 Jan 2020.

Vancouver:

Moreira MdLT. Parametrização das rotações em teorias de barras e cascas. [Internet] [Doctoral dissertation]. University of São Paulo; 2009. [cited 2020 Jan 22]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-01092009-152009/ ;.

Council of Science Editors:

Moreira MdLT. Parametrização das rotações em teorias de barras e cascas. [Doctoral Dissertation]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-01092009-152009/ ;


Delft University of Technology

16. Hashagen, F. Numerical analysis of failure mechanisms in fibre metal laminates.

Degree: 1998, Delft University of Technology

Subjects/Keywords: fibre metal laminates; finite elements shell theory; cracking; delamination; plasticity

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APA (6th Edition):

Hashagen, F. (1998). Numerical analysis of failure mechanisms in fibre metal laminates. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; urn:NBN:nl:ui:24-uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; urn:NBN:nl:ui:24-uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; http://resolver.tudelft.nl/uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe

Chicago Manual of Style (16th Edition):

Hashagen, F. “Numerical analysis of failure mechanisms in fibre metal laminates.” 1998. Doctoral Dissertation, Delft University of Technology. Accessed January 22, 2020. http://resolver.tudelft.nl/uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; urn:NBN:nl:ui:24-uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; urn:NBN:nl:ui:24-uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; http://resolver.tudelft.nl/uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe.

MLA Handbook (7th Edition):

Hashagen, F. “Numerical analysis of failure mechanisms in fibre metal laminates.” 1998. Web. 22 Jan 2020.

Vancouver:

Hashagen F. Numerical analysis of failure mechanisms in fibre metal laminates. [Internet] [Doctoral dissertation]. Delft University of Technology; 1998. [cited 2020 Jan 22]. Available from: http://resolver.tudelft.nl/uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; urn:NBN:nl:ui:24-uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; urn:NBN:nl:ui:24-uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; http://resolver.tudelft.nl/uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe.

Council of Science Editors:

Hashagen F. Numerical analysis of failure mechanisms in fibre metal laminates. [Doctoral Dissertation]. Delft University of Technology; 1998. Available from: http://resolver.tudelft.nl/uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; urn:NBN:nl:ui:24-uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; urn:NBN:nl:ui:24-uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe ; http://resolver.tudelft.nl/uuid:8c7de90e-a299-4394-806a-a15f9a0aecfe

17. Bouclier, Robin. Éléments finis isogéométriques massifs coque sans verrouillage pour des simulations en mécanique non linéaire des solides : Isogeometric locking-free NURBS-based solid-shell elements for nonlinear solid mechanics.

Degree: Docteur es, Mécanique, 2014, INSA Lyon

Avec l’arrivée de l’Analyse IsoGéométrique (IGA), le calcul de coque est devenu possible en utilisant la géométrie exacte pour des maillages grossiers. Pour cela, les… (more)

Subjects/Keywords: Mécanique des structures; Elément fini; Coque; Analyse isogéométrique; B-Spline; Mechanics of structure; Finite elements; Shell; Isogeometric analysis; B-Spline; 624.170 72

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

APA (6th Edition):

Bouclier, R. (2014). Éléments finis isogéométriques massifs coque sans verrouillage pour des simulations en mécanique non linéaire des solides : Isogeometric locking-free NURBS-based solid-shell elements for nonlinear solid mechanics. (Doctoral Dissertation). INSA Lyon. Retrieved from http://www.theses.fr/2014ISAL0090

Chicago Manual of Style (16th Edition):

Bouclier, Robin. “Éléments finis isogéométriques massifs coque sans verrouillage pour des simulations en mécanique non linéaire des solides : Isogeometric locking-free NURBS-based solid-shell elements for nonlinear solid mechanics.” 2014. Doctoral Dissertation, INSA Lyon. Accessed January 22, 2020. http://www.theses.fr/2014ISAL0090.

MLA Handbook (7th Edition):

Bouclier, Robin. “Éléments finis isogéométriques massifs coque sans verrouillage pour des simulations en mécanique non linéaire des solides : Isogeometric locking-free NURBS-based solid-shell elements for nonlinear solid mechanics.” 2014. Web. 22 Jan 2020.

Vancouver:

Bouclier R. Éléments finis isogéométriques massifs coque sans verrouillage pour des simulations en mécanique non linéaire des solides : Isogeometric locking-free NURBS-based solid-shell elements for nonlinear solid mechanics. [Internet] [Doctoral dissertation]. INSA Lyon; 2014. [cited 2020 Jan 22]. Available from: http://www.theses.fr/2014ISAL0090.

Council of Science Editors:

Bouclier R. Éléments finis isogéométriques massifs coque sans verrouillage pour des simulations en mécanique non linéaire des solides : Isogeometric locking-free NURBS-based solid-shell elements for nonlinear solid mechanics. [Doctoral Dissertation]. INSA Lyon; 2014. Available from: http://www.theses.fr/2014ISAL0090


Brno University of Technology

18. Peprník, Pavel. Mostový jeřáb 125t .

Degree: 2012, Brno University of Technology

 Tato diplomová práce se zabývá posouzením návrhu ocelové konstrukce mostového jeřábu pomocí metody konečných prvků. Jedná se o mostový jeřáb s nosností 125t/32t, který bude… (more)

Subjects/Keywords: Jeřáb; mostový jeřáb; kočka; metoda konečných prvků; skořepinová konstrukce; zatížení; pevnostní analýza; únava; Crane; overhead travelling crane; crane trolley; finite elements method; shell structure; load; stress analysis; fatigue

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

APA (6th Edition):

Peprník, P. (2012). Mostový jeřáb 125t . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/5029

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):

Peprník, Pavel. “Mostový jeřáb 125t .” 2012. Thesis, Brno University of Technology. Accessed January 22, 2020. http://hdl.handle.net/11012/5029.

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

MLA Handbook (7th Edition):

Peprník, Pavel. “Mostový jeřáb 125t .” 2012. Web. 22 Jan 2020.

Vancouver:

Peprník P. Mostový jeřáb 125t . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/11012/5029.

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

Council of Science Editors:

Peprník P. Mostový jeřáb 125t . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/5029

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


Brno University of Technology

19. Jančík, Jan. Lineární analýza ztráty stability spalinového potrubí .

Degree: 2016, Brno University of Technology

 Diplomová práce se věnuje problematice ztráty stability tenkostěnného spalinového potrubí v uhelné elektrárně. Problémem tenkostěnných konstrukcí je jejich náchylnost ke ztrátě stability vlivem mimořádných podmínek,… (more)

Subjects/Keywords: Skořepinový model; spalinové potrubí; ztráta stability; lineární bifurkační analýza; metoda konečných prvků; Shell model; flue gas pipe; buckling; linear bifurcation analysis; finite elements analysis

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APA (6th Edition):

Jančík, J. (2016). Lineární analýza ztráty stability spalinového potrubí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/59102

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):

Jančík, Jan. “Lineární analýza ztráty stability spalinového potrubí .” 2016. Thesis, Brno University of Technology. Accessed January 22, 2020. http://hdl.handle.net/11012/59102.

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

MLA Handbook (7th Edition):

Jančík, Jan. “Lineární analýza ztráty stability spalinového potrubí .” 2016. Web. 22 Jan 2020.

Vancouver:

Jančík J. Lineární analýza ztráty stability spalinového potrubí . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/11012/59102.

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

Council of Science Editors:

Jančík J. Lineární analýza ztráty stability spalinového potrubí . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/59102

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


Loughborough University

20. Kumar, Gaurav. Structual-acoustic properties of automotive panels with shell elements.

Degree: PhD, 2014, Loughborough University

 The automotive industry has witnessed a trend in the recent years of reducing the bulk weight of the vehicle in order to achieve improved ride… (more)

Subjects/Keywords: 629.2; Finite element analysis; Boundary element analysis; Sensitivity analysis; Genetic algorithm; Elastic shell elements; Sound radiation; Sound propagation; Structural-acoustic optimisation; Topology optimisation; Topography optimisation.

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APA (6th Edition):

Kumar, G. (2014). Structual-acoustic properties of automotive panels with shell elements. (Doctoral Dissertation). Loughborough University. Retrieved from http://hdl.handle.net/2134/13950

Chicago Manual of Style (16th Edition):

Kumar, Gaurav. “Structual-acoustic properties of automotive panels with shell elements.” 2014. Doctoral Dissertation, Loughborough University. Accessed January 22, 2020. http://hdl.handle.net/2134/13950.

MLA Handbook (7th Edition):

Kumar, Gaurav. “Structual-acoustic properties of automotive panels with shell elements.” 2014. Web. 22 Jan 2020.

Vancouver:

Kumar G. Structual-acoustic properties of automotive panels with shell elements. [Internet] [Doctoral dissertation]. Loughborough University; 2014. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/2134/13950.

Council of Science Editors:

Kumar G. Structual-acoustic properties of automotive panels with shell elements. [Doctoral Dissertation]. Loughborough University; 2014. Available from: http://hdl.handle.net/2134/13950


Brno University of Technology

21. Hanzelka, Jan. Posouzení únosnosti rámu kočky mostového licího jeřábu o nosnosti 120/40t - 21m .

Degree: 2011, Brno University of Technology

 Tato diplomová práce se zabývá ocelovou konstrukcí rámu kočky mostového licího jeřábu o nosnosti 120 a 40 tun s výškou zdvihu 21 metrů. Cílem zadané… (more)

Subjects/Keywords: Rám kočky; mostový jeřáb; licí jeřáb; únava; metoda konečných prvků; tenkostěnná skořepina; prut; Crab frame; crane; ladle crane; fatigue; FEM (finite elements method); thin shell; beam

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APA (6th Edition):

Hanzelka, J. (2011). Posouzení únosnosti rámu kočky mostového licího jeřábu o nosnosti 120/40t - 21m . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/16959

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):

Hanzelka, Jan. “Posouzení únosnosti rámu kočky mostového licího jeřábu o nosnosti 120/40t - 21m .” 2011. Thesis, Brno University of Technology. Accessed January 22, 2020. http://hdl.handle.net/11012/16959.

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

MLA Handbook (7th Edition):

Hanzelka, Jan. “Posouzení únosnosti rámu kočky mostového licího jeřábu o nosnosti 120/40t - 21m .” 2011. Web. 22 Jan 2020.

Vancouver:

Hanzelka J. Posouzení únosnosti rámu kočky mostového licího jeřábu o nosnosti 120/40t - 21m . [Internet] [Thesis]. Brno University of Technology; 2011. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/11012/16959.

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

Council of Science Editors:

Hanzelka J. Posouzení únosnosti rámu kočky mostového licího jeřábu o nosnosti 120/40t - 21m . [Thesis]. Brno University of Technology; 2011. Available from: http://hdl.handle.net/11012/16959

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


George Mason University

22. Mohamadi, Sara. Finite Element Analysis of Fiber-reinforced Polymer Composite Electric Poles .

Degree: George Mason University

 This thesis presents finite element analyses of tapered FRP poles in ABAQUS and associated parametric studies in order to evaluate the effect of various properties… (more)

Subjects/Keywords: fiber-reinforced polymers; FRP electric poles; shock spectrum; finite element analysis; shell elements

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APA (6th Edition):

Mohamadi, S. (n.d.). Finite Element Analysis of Fiber-reinforced Polymer Composite Electric Poles . (Thesis). George Mason University. Retrieved from http://hdl.handle.net/1920/10777

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):

Mohamadi, Sara. “Finite Element Analysis of Fiber-reinforced Polymer Composite Electric Poles .” Thesis, George Mason University. Accessed January 22, 2020. http://hdl.handle.net/1920/10777.

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):

Mohamadi, Sara. “Finite Element Analysis of Fiber-reinforced Polymer Composite Electric Poles .” Web. 22 Jan 2020.

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

Vancouver:

Mohamadi S. Finite Element Analysis of Fiber-reinforced Polymer Composite Electric Poles . [Internet] [Thesis]. George Mason University; [cited 2020 Jan 22]. Available from: http://hdl.handle.net/1920/10777.

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:

Mohamadi S. Finite Element Analysis of Fiber-reinforced Polymer Composite Electric Poles . [Thesis]. George Mason University; Available from: http://hdl.handle.net/1920/10777

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


Université de Lorraine

23. Kpeky, Fessal. Formulation et modélisation des vibrations par éléments finis de type solide-coque : application aux structures sandwichs viscoélastiques et piézoélectriques : Formulation and modeling of vibrations using solid-shell finite elements : application to viscoelastic and piezoelectric sandwich structures.

Degree: Docteur es, Sciences des matériaux, 2016, Université de Lorraine

Cette thèse s’intéresse au développement d’éléments finis solide–coques dédiés à la modélisation de structures multicouches sollicitées en vibrations. En effet, la plupart des modèles multicouches… (more)

Subjects/Keywords: Éléments finis solide–coques; Méthode « Assumed Strain »; Structures multicouches; Vibrations; Viscoélasticité; Piézoélectricité; Amortissement passif; Contrôle actif; Différentiation Automatique; Méthode Asymptotique Numérique; Solid–shell finite elements; Assumed Strain Method; Multilayer structures; Vibrations; Viscoelasticity; Piezoelectricity; Passive damping; Active control; Automatic Differentiation; Asymptotic Numerical Method; 620.3; 620.112 48

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APA (6th Edition):

Kpeky, F. (2016). Formulation et modélisation des vibrations par éléments finis de type solide-coque : application aux structures sandwichs viscoélastiques et piézoélectriques : Formulation and modeling of vibrations using solid-shell finite elements : application to viscoelastic and piezoelectric sandwich structures. (Doctoral Dissertation). Université de Lorraine. Retrieved from http://www.theses.fr/2016LORR0008

Chicago Manual of Style (16th Edition):

Kpeky, Fessal. “Formulation et modélisation des vibrations par éléments finis de type solide-coque : application aux structures sandwichs viscoélastiques et piézoélectriques : Formulation and modeling of vibrations using solid-shell finite elements : application to viscoelastic and piezoelectric sandwich structures.” 2016. Doctoral Dissertation, Université de Lorraine. Accessed January 22, 2020. http://www.theses.fr/2016LORR0008.

MLA Handbook (7th Edition):

Kpeky, Fessal. “Formulation et modélisation des vibrations par éléments finis de type solide-coque : application aux structures sandwichs viscoélastiques et piézoélectriques : Formulation and modeling of vibrations using solid-shell finite elements : application to viscoelastic and piezoelectric sandwich structures.” 2016. Web. 22 Jan 2020.

Vancouver:

Kpeky F. Formulation et modélisation des vibrations par éléments finis de type solide-coque : application aux structures sandwichs viscoélastiques et piézoélectriques : Formulation and modeling of vibrations using solid-shell finite elements : application to viscoelastic and piezoelectric sandwich structures. [Internet] [Doctoral dissertation]. Université de Lorraine; 2016. [cited 2020 Jan 22]. Available from: http://www.theses.fr/2016LORR0008.

Council of Science Editors:

Kpeky F. Formulation et modélisation des vibrations par éléments finis de type solide-coque : application aux structures sandwichs viscoélastiques et piézoélectriques : Formulation and modeling of vibrations using solid-shell finite elements : application to viscoelastic and piezoelectric sandwich structures. [Doctoral Dissertation]. Université de Lorraine; 2016. Available from: http://www.theses.fr/2016LORR0008

24. Wang, Wenchao. THREE DIMENSIONAL ELASTICITY ANALYSES FOR ISOTROPIC AND ORTHOTROPIC COMPOSITE CYLINDERS.

Degree: PhD, Mechanical Engineering, 2012, Mississippi State University

  The demand for using shell theories comes from its efficiency in computational and analytical cost. On another side, new materials that are orthotropic and/or… (more)

Subjects/Keywords: vibration; cylinders; shell elements; FEA accuracy; ODE system; composite; 3D elasticity

…theoretical models are applied in different types of elements (e.g. shell elements)… …formulate shell finite elements for dynamic modeling of composite laminates and Oh, who used layer… …8 Shell theories [147]… …11 2.2.2 Thick shell theory… …15 2.2.2.1 Higher order shell theories… 

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

APA (6th Edition):

Wang, W. (2012). THREE DIMENSIONAL ELASTICITY ANALYSES FOR ISOTROPIC AND ORTHOTROPIC COMPOSITE CYLINDERS. (Doctoral Dissertation). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-04042012-172859/ ;

Chicago Manual of Style (16th Edition):

Wang, Wenchao. “THREE DIMENSIONAL ELASTICITY ANALYSES FOR ISOTROPIC AND ORTHOTROPIC COMPOSITE CYLINDERS.” 2012. Doctoral Dissertation, Mississippi State University. Accessed January 22, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-04042012-172859/ ;.

MLA Handbook (7th Edition):

Wang, Wenchao. “THREE DIMENSIONAL ELASTICITY ANALYSES FOR ISOTROPIC AND ORTHOTROPIC COMPOSITE CYLINDERS.” 2012. Web. 22 Jan 2020.

Vancouver:

Wang W. THREE DIMENSIONAL ELASTICITY ANALYSES FOR ISOTROPIC AND ORTHOTROPIC COMPOSITE CYLINDERS. [Internet] [Doctoral dissertation]. Mississippi State University; 2012. [cited 2020 Jan 22]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-04042012-172859/ ;.

Council of Science Editors:

Wang W. THREE DIMENSIONAL ELASTICITY ANALYSES FOR ISOTROPIC AND ORTHOTROPIC COMPOSITE CYLINDERS. [Doctoral Dissertation]. Mississippi State University; 2012. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-04042012-172859/ ;

25. Maknun, Imam Jauhari. Évaluation numérique des éléments finis DKMQ pour les plaques et les coques : Numerical evaluation of DKMQ element for plates and shells.

Degree: Docteur es, Mécanique, 2015, La Rochelle

Dans le cadre linéaire, les modèles de Mindlin-Reissner pour les plaques épaisses et de Naghdi pour les coques épaisses sont les plus utilisés. Il est… (more)

Subjects/Keywords: Théorie des plaques et des coques; Éléments finis; DKMQ et DKMQ24; Poutres à parois minces; Plaques composites; S-norme; Condition inf-sup; Analyse d’erreur; Plate and shell theory; Finite elements; DKMQ and DKMQ24; Thin-walled beam; Composite plate; S-norm; Inf-sup condition; Error estimation

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

APA (6th Edition):

Maknun, I. J. (2015). Évaluation numérique des éléments finis DKMQ pour les plaques et les coques : Numerical evaluation of DKMQ element for plates and shells. (Doctoral Dissertation). La Rochelle. Retrieved from http://www.theses.fr/2015LAROS040

Chicago Manual of Style (16th Edition):

Maknun, Imam Jauhari. “Évaluation numérique des éléments finis DKMQ pour les plaques et les coques : Numerical evaluation of DKMQ element for plates and shells.” 2015. Doctoral Dissertation, La Rochelle. Accessed January 22, 2020. http://www.theses.fr/2015LAROS040.

MLA Handbook (7th Edition):

Maknun, Imam Jauhari. “Évaluation numérique des éléments finis DKMQ pour les plaques et les coques : Numerical evaluation of DKMQ element for plates and shells.” 2015. Web. 22 Jan 2020.

Vancouver:

Maknun IJ. Évaluation numérique des éléments finis DKMQ pour les plaques et les coques : Numerical evaluation of DKMQ element for plates and shells. [Internet] [Doctoral dissertation]. La Rochelle; 2015. [cited 2020 Jan 22]. Available from: http://www.theses.fr/2015LAROS040.

Council of Science Editors:

Maknun IJ. Évaluation numérique des éléments finis DKMQ pour les plaques et les coques : Numerical evaluation of DKMQ element for plates and shells. [Doctoral Dissertation]. La Rochelle; 2015. Available from: http://www.theses.fr/2015LAROS040


Brno University of Technology

26. Páleník, Branislav. Návrh plovoucí betonové konstrukce .

Degree: 2014, Brno University of Technology

 Projekt byl zaměřen na seznámení se s problematikou plovoucích konstrukcí, podle pořízených podkladů a znalostí získaných během studia, byla provedena studie existující plovoucí konstrukce. Byl… (more)

Subjects/Keywords: Předpjatý beton; mořské vlny; účinky mořských vln; plovoucí konstrukce; deskostěnový výpočetní model; plošné prvky; typy plovoucích konstrukcí; Prestressed concrete; ocean waves; the effects of the waves; floating structures; shell computational model; surface elements; types of floating structures

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

APA (6th Edition):

Páleník, B. (2014). Návrh plovoucí betonové konstrukce . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30231

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):

Páleník, Branislav. “Návrh plovoucí betonové konstrukce .” 2014. Thesis, Brno University of Technology. Accessed January 22, 2020. http://hdl.handle.net/11012/30231.

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

MLA Handbook (7th Edition):

Páleník, Branislav. “Návrh plovoucí betonové konstrukce .” 2014. Web. 22 Jan 2020.

Vancouver:

Páleník B. Návrh plovoucí betonové konstrukce . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/11012/30231.

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

Council of Science Editors:

Páleník B. Návrh plovoucí betonové konstrukce . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/30231

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


Brno University of Technology

27. Štěrba, Martin. Analýza svarů s využitím metody konečných prvků .

Degree: 2018, Brno University of Technology

 Práce se zabývá numerickou analýzou svařovaných hliníkových konstrukcí. U těchto konstrukcí dochází v důsledku svařování k výraznému poklesu mechanických vlastností v místě svaru a tepelně… (more)

Subjects/Keywords: Svarové spoje; EN AW-6082 T6; kvazi-statické zatěžování; explicitní metoda konečných prvků; LS-DYNA; Weak texture model; skořepinové prvky; Welded joints; EN AW-6082 T6; quasi-static loading; explicit finite element method; LS DYNA; Weak texture model; shell elements

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

APA (6th Edition):

Štěrba, M. (2018). Analýza svarů s využitím metody konečných prvků . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70732

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):

Štěrba, Martin. “Analýza svarů s využitím metody konečných prvků .” 2018. Thesis, Brno University of Technology. Accessed January 22, 2020. http://hdl.handle.net/11012/70732.

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

MLA Handbook (7th Edition):

Štěrba, Martin. “Analýza svarů s využitím metody konečných prvků .” 2018. Web. 22 Jan 2020.

Vancouver:

Štěrba M. Analýza svarů s využitím metody konečných prvků . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/11012/70732.

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

Council of Science Editors:

Štěrba M. Analýza svarů s využitím metody konečných prvků . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70732

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


Brno University of Technology

28. Hokeš, Filip. Statická a dynamická analýza předpjaté mostní konstrukce .

Degree: 2014, Brno University of Technology

 Hlavním cílem práce je provedení statické a dynamické analýzy předpjaté mostní konstrukce ve výpočtovém systému ANSYS. Pro analýzu byla vybrána lávka pro pěší přes Svratku… (more)

Subjects/Keywords: Předpětí; soudržná předpínací výztuž; nesoudržná předpínací výztuž; lávka pro pěší; předpjatý pás; oblouk; samokotvený systém; finální geometrie; statické zatížení; dynamické zatížení; harmonická odezva; modální analýza; vlastní frekvence; metoda konečných prvků; prutové prvky; skořepinové prvky; prostorové prvky; kontaktní prvky; pružinové prvky; materiálová nelinearita; geometrická nelinearita; normálové napětí; vnitřní síly.; Prestress; bonded tendon; unbonded tendon; footbridge; stress ribbon; arch; self – anchored system; final geometry; static load; dynamic load; harmonic response; modal analysis; natural frequence; finite element method; beam elements; shell elements; brick elements; contact elements; spring elements; material nonlinearity; geometrical nonlinearity; normal stress; internal forces.

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

APA (6th Edition):

Hokeš, F. (2014). Statická a dynamická analýza předpjaté mostní konstrukce . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30499

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):

Hokeš, Filip. “Statická a dynamická analýza předpjaté mostní konstrukce .” 2014. Thesis, Brno University of Technology. Accessed January 22, 2020. http://hdl.handle.net/11012/30499.

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

MLA Handbook (7th Edition):

Hokeš, Filip. “Statická a dynamická analýza předpjaté mostní konstrukce .” 2014. Web. 22 Jan 2020.

Vancouver:

Hokeš F. Statická a dynamická analýza předpjaté mostní konstrukce . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/11012/30499.

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

Council of Science Editors:

Hokeš F. Statická a dynamická analýza předpjaté mostní konstrukce . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/30499

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

29. Klarholm, David. Offset modeling of shell elements : A study in shell element modeling using Nastran.

Degree: Solid Mechanics, 2016, Linköping University

  At Saab Aerostructures they are manufacturing a lot of parts for Airbus and Boeing. When these components are investigated using finite element analysis four-node… (more)

Subjects/Keywords: Offset shell elements; finite element; Nastran; shell element modeling; Rigid body connection; Rigid links; Kirchhoff shells; Multipoint constraint; Applied Mechanics; Teknisk mekanik

…2.2 Shell elements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.3… …thin structures using shell elements, which are defined in the midsurface of the component… …and behavior of the offset of shell elements is the main focus of this thesis. Figure 2: An… …example of a geometry one might want to evaluate using shell elements. It has fixed outside… …and Airbus. Airbus would like most components to be modeled using four-node shell elements… 

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

APA (6th Edition):

Klarholm, D. (2016). Offset modeling of shell elements : A study in shell element modeling using Nastran. (Thesis). Linköping University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-129191

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):

Klarholm, David. “Offset modeling of shell elements : A study in shell element modeling using Nastran.” 2016. Thesis, Linköping University. Accessed January 22, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-129191.

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

MLA Handbook (7th Edition):

Klarholm, David. “Offset modeling of shell elements : A study in shell element modeling using Nastran.” 2016. Web. 22 Jan 2020.

Vancouver:

Klarholm D. Offset modeling of shell elements : A study in shell element modeling using Nastran. [Internet] [Thesis]. Linköping University; 2016. [cited 2020 Jan 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-129191.

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

Council of Science Editors:

Klarholm D. Offset modeling of shell elements : A study in shell element modeling using Nastran. [Thesis]. Linköping University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-129191

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


Texas A&M University

30. 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

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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 22, 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. 22 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 22]. 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

[1] [2]

.