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You searched for subject:(geometrically nonlinear). Showing records 1 – 24 of 24 total matches.

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Rochester Institute of Technology

1. Magoon, Jason. Application of the b-spline collocation method to a geometrically non-linear beam problem.

Degree: Mechanical Engineering, 2010, Rochester Institute of Technology

 Engineers are researching solutions to resolve many of today's technical challenges. Numerical techniques are used to solve the mathematical models that arise in engineering problems.… (more)

Subjects/Keywords: B-spline collocation; Geometrically nonlinear

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APA (6th Edition):

Magoon, J. (2010). Application of the b-spline collocation method to a geometrically non-linear beam problem. (Thesis). Rochester Institute of Technology. Retrieved from https://scholarworks.rit.edu/theses/5840

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):

Magoon, Jason. “Application of the b-spline collocation method to a geometrically non-linear beam problem.” 2010. Thesis, Rochester Institute of Technology. Accessed December 08, 2019. https://scholarworks.rit.edu/theses/5840.

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

MLA Handbook (7th Edition):

Magoon, Jason. “Application of the b-spline collocation method to a geometrically non-linear beam problem.” 2010. Web. 08 Dec 2019.

Vancouver:

Magoon J. Application of the b-spline collocation method to a geometrically non-linear beam problem. [Internet] [Thesis]. Rochester Institute of Technology; 2010. [cited 2019 Dec 08]. Available from: https://scholarworks.rit.edu/theses/5840.

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

Council of Science Editors:

Magoon J. Application of the b-spline collocation method to a geometrically non-linear beam problem. [Thesis]. Rochester Institute of Technology; 2010. Available from: https://scholarworks.rit.edu/theses/5840

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


Virginia Tech

2. Hartman, Timothy Benjamin. Geometrically Nonlinear Stress Recovery in Composite Laminates.

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

 Composite laminates are increasingly being used as primary load bearing members in structures.  However, because of the directional dependence of the properties of composite materials,… (more)

Subjects/Keywords: composite laminate; stress recovery; geometrically nonlinear; transverse stress; interlaminar stress

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APA (6th Edition):

Hartman, T. B. (2013). Geometrically Nonlinear Stress Recovery in Composite Laminates. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50597

Chicago Manual of Style (16th Edition):

Hartman, Timothy Benjamin. “Geometrically Nonlinear Stress Recovery in Composite Laminates.” 2013. Doctoral Dissertation, Virginia Tech. Accessed December 08, 2019. http://hdl.handle.net/10919/50597.

MLA Handbook (7th Edition):

Hartman, Timothy Benjamin. “Geometrically Nonlinear Stress Recovery in Composite Laminates.” 2013. Web. 08 Dec 2019.

Vancouver:

Hartman TB. Geometrically Nonlinear Stress Recovery in Composite Laminates. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10919/50597.

Council of Science Editors:

Hartman TB. Geometrically Nonlinear Stress Recovery in Composite Laminates. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/50597


University of Pretoria

3. Lai, Zhi Cheng. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements.

Degree: Mechanical and Aeronautical Engineering, 2008, University of Pretoria

 The micro-electromechanical systems (MEMS) industry has grown incredibly fast over the past few years, due to the irresistible character and properties of MEMS. MEMS devices… (more)

Subjects/Keywords: Coupled fields; Assumed stress; Geometrically nonlinear; Finite element; Newton’s method; Mems; Analytical gradient; UCTD

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APA (6th Edition):

Lai, Z. C. (2008). Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements. (Masters Thesis). University of Pretoria. Retrieved from http://hdl.handle.net/2263/24342

Chicago Manual of Style (16th Edition):

Lai, Zhi Cheng. “Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements.” 2008. Masters Thesis, University of Pretoria. Accessed December 08, 2019. http://hdl.handle.net/2263/24342.

MLA Handbook (7th Edition):

Lai, Zhi Cheng. “Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements.” 2008. Web. 08 Dec 2019.

Vancouver:

Lai ZC. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements. [Internet] [Masters thesis]. University of Pretoria; 2008. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/2263/24342.

Council of Science Editors:

Lai ZC. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements. [Masters Thesis]. University of Pretoria; 2008. Available from: http://hdl.handle.net/2263/24342


University of Pretoria

4. [No author]. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements .

Degree: 2008, University of Pretoria

 The micro-electromechanical systems (MEMS) industry has grown incredibly fast over the past few years, due to the irresistible character and properties of MEMS. MEMS devices… (more)

Subjects/Keywords: Coupled fields; Assumed stress; Geometrically nonlinear; Finite element; Newton’s method; Mems; Analytical gradient; UCTD

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APA (6th Edition):

author], [. (2008). Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements . (Masters Thesis). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-05052008-101337/

Chicago Manual of Style (16th Edition):

author], [No. “Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements .” 2008. Masters Thesis, University of Pretoria. Accessed December 08, 2019. http://upetd.up.ac.za/thesis/available/etd-05052008-101337/.

MLA Handbook (7th Edition):

author], [No. “Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements .” 2008. Web. 08 Dec 2019.

Vancouver:

author] [. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements . [Internet] [Masters thesis]. University of Pretoria; 2008. [cited 2019 Dec 08]. Available from: http://upetd.up.ac.za/thesis/available/etd-05052008-101337/.

Council of Science Editors:

author] [. Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements . [Masters Thesis]. University of Pretoria; 2008. Available from: http://upetd.up.ac.za/thesis/available/etd-05052008-101337/


Virginia Tech

5. Li, Jing. A Geometrically nonlinear curved beam theory and its finite element formulation.

Degree: MS, Aerospace and Ocean Engineering, 2000, Virginia Tech

 This thesis presents a geometrically exact curved beam theory, with the assumption that the cross-section remains rigid, and its finite element formulation/implementation. The theory provides… (more)

Subjects/Keywords: finite element; Curved beam; finite rotations; geometrically exact; geometrically nonlinear

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APA (6th Edition):

Li, J. (2000). A Geometrically nonlinear curved beam theory and its finite element formulation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31071

Chicago Manual of Style (16th Edition):

Li, Jing. “A Geometrically nonlinear curved beam theory and its finite element formulation.” 2000. Masters Thesis, Virginia Tech. Accessed December 08, 2019. http://hdl.handle.net/10919/31071.

MLA Handbook (7th Edition):

Li, Jing. “A Geometrically nonlinear curved beam theory and its finite element formulation.” 2000. Web. 08 Dec 2019.

Vancouver:

Li J. A Geometrically nonlinear curved beam theory and its finite element formulation. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10919/31071.

Council of Science Editors:

Li J. A Geometrically nonlinear curved beam theory and its finite element formulation. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/31071


Virginia Tech

6. Ochinero, Tomoya Thomas. Deformations of Unsymmetric Composite Panels.

Degree: PhD, Engineering Science and Mechanics, 2001, Virginia Tech

 This work discusses the deformations of various unsymmetric composite panels due to thermal and mechanical loads. Chapter 2 focuses on the warpage of large unsymmetric… (more)

Subjects/Keywords: warpage; composite materials; buckling; geometrically nonlinear; warpage; shells; plates

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APA (6th Edition):

Ochinero, T. T. (2001). Deformations of Unsymmetric Composite Panels. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29375

Chicago Manual of Style (16th Edition):

Ochinero, Tomoya Thomas. “Deformations of Unsymmetric Composite Panels.” 2001. Doctoral Dissertation, Virginia Tech. Accessed December 08, 2019. http://hdl.handle.net/10919/29375.

MLA Handbook (7th Edition):

Ochinero, Tomoya Thomas. “Deformations of Unsymmetric Composite Panels.” 2001. Web. 08 Dec 2019.

Vancouver:

Ochinero TT. Deformations of Unsymmetric Composite Panels. [Internet] [Doctoral dissertation]. Virginia Tech; 2001. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10919/29375.

Council of Science Editors:

Ochinero TT. Deformations of Unsymmetric Composite Panels. [Doctoral Dissertation]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/29375


Delft University of Technology

7. Nguyen, T.D. Discontinious Galerkin formulations for thin bending problems.

Degree: 2008, Delft University of Technology

 A structural thin bending problem is essentially associated with a fourth-order partial differential equation. Within the finite element framework, the numerical solution of thin bending… (more)

Subjects/Keywords: thin bending; geometrically nonlinear; discontinuous galerkin methods; rotation-free

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APA (6th Edition):

Nguyen, T. D. (2008). Discontinious Galerkin formulations for thin bending problems. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; urn:NBN:nl:ui:24-uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; urn:NBN:nl:ui:24-uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; http://resolver.tudelft.nl/uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8

Chicago Manual of Style (16th Edition):

Nguyen, T D. “Discontinious Galerkin formulations for thin bending problems.” 2008. Doctoral Dissertation, Delft University of Technology. Accessed December 08, 2019. http://resolver.tudelft.nl/uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; urn:NBN:nl:ui:24-uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; urn:NBN:nl:ui:24-uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; http://resolver.tudelft.nl/uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8.

MLA Handbook (7th Edition):

Nguyen, T D. “Discontinious Galerkin formulations for thin bending problems.” 2008. Web. 08 Dec 2019.

Vancouver:

Nguyen TD. Discontinious Galerkin formulations for thin bending problems. [Internet] [Doctoral dissertation]. Delft University of Technology; 2008. [cited 2019 Dec 08]. Available from: http://resolver.tudelft.nl/uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; urn:NBN:nl:ui:24-uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; urn:NBN:nl:ui:24-uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; http://resolver.tudelft.nl/uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8.

Council of Science Editors:

Nguyen TD. Discontinious Galerkin formulations for thin bending problems. [Doctoral Dissertation]. Delft University of Technology; 2008. Available from: http://resolver.tudelft.nl/uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; urn:NBN:nl:ui:24-uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; urn:NBN:nl:ui:24-uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8 ; http://resolver.tudelft.nl/uuid:bfea5356-2721-4960-9cf6-bc0282aefaa8


Georgia Tech

8. Gupta, Mohit. Enhancements in Analysis of Beam-Like Structures using Asymptotic Methods.

Degree: PhD, Aerospace Engineering, 2019, Georgia Tech

 As a complement to conventional FEA, state-of-the-art Variational Asymptotic Method (VAM) and a mixed formulation of Geometrically Exact Beam Theory (GEBT) are employed in this… (more)

Subjects/Keywords: Variation Asymptotic Method, VAM, Geometrically Exact Beam Theory, GEBT, Composite, Nonlinear, Transient, Dynamic, Smart, Piezoelectric, Damping, Aperiodic, Inhomogeneous; VAM; Geometrically Exact Beam Theory; GEBT; Composite; Nonlinear; Transient; Piezoelectric; Damping; Aperiodic; Inhomogeneous

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APA (6th Edition):

Gupta, M. (2019). Enhancements in Analysis of Beam-Like Structures using Asymptotic Methods. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/61073

Chicago Manual of Style (16th Edition):

Gupta, Mohit. “Enhancements in Analysis of Beam-Like Structures using Asymptotic Methods.” 2019. Doctoral Dissertation, Georgia Tech. Accessed December 08, 2019. http://hdl.handle.net/1853/61073.

MLA Handbook (7th Edition):

Gupta, Mohit. “Enhancements in Analysis of Beam-Like Structures using Asymptotic Methods.” 2019. Web. 08 Dec 2019.

Vancouver:

Gupta M. Enhancements in Analysis of Beam-Like Structures using Asymptotic Methods. [Internet] [Doctoral dissertation]. Georgia Tech; 2019. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/1853/61073.

Council of Science Editors:

Gupta M. Enhancements in Analysis of Beam-Like Structures using Asymptotic Methods. [Doctoral Dissertation]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/61073

9. 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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

Moreira MdLT. Parametrização das rotações em teorias de barras e cascas. [Internet] [Doctoral dissertation]. University of São Paulo; 2009. [cited 2019 Dec 08]. 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/ ;


Universidade do Rio Grande do Sul

10. Isoldi, Liércio André. Análise estática e dinâmica de estruturas delgadas de materiais compostos laminados incluindo materiais piezelétricos.

Degree: 2008, Universidade do Rio Grande do Sul

Sabe-se que materiais compostos laminados são, hoje em dia, geralmente usados nas indústrias aeronáutica, aeroespacial, naval e outras, principalmente por causa de suas atrativas propriedades… (more)

Subjects/Keywords: Materiais compositos; Static and dynamic analysis; Geometrically nonlinear analysis; Estruturas em casca; Materiais piezoelétricos; Thin laminate composite; Piezoelectric plate/shells; Smart materials

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APA (6th Edition):

Isoldi, L. A. (2008). Análise estática e dinâmica de estruturas delgadas de materiais compostos laminados incluindo materiais piezelétricos. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/14378

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):

Isoldi, Liércio André. “Análise estática e dinâmica de estruturas delgadas de materiais compostos laminados incluindo materiais piezelétricos.” 2008. Thesis, Universidade do Rio Grande do Sul. Accessed December 08, 2019. http://hdl.handle.net/10183/14378.

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

MLA Handbook (7th Edition):

Isoldi, Liércio André. “Análise estática e dinâmica de estruturas delgadas de materiais compostos laminados incluindo materiais piezelétricos.” 2008. Web. 08 Dec 2019.

Vancouver:

Isoldi LA. Análise estática e dinâmica de estruturas delgadas de materiais compostos laminados incluindo materiais piezelétricos. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2008. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10183/14378.

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

Council of Science Editors:

Isoldi LA. Análise estática e dinâmica de estruturas delgadas de materiais compostos laminados incluindo materiais piezelétricos. [Thesis]. Universidade do Rio Grande do Sul; 2008. Available from: http://hdl.handle.net/10183/14378

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


Indian Institute of Science

11. Pollayi, Hemaraju. Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms.

Degree: 2010, Indian Institute of Science

 The goal of this work is to develop and demonstrate a comprehensive analysis of single and multi-body composite strip-beam systems using an asymptotically-correct geometrically nonlinear(more)

Subjects/Keywords: Anisotropic Composite Materials; Strip-Beam Systems; Non-linear Systems; Anisotropic Composite Beams; Strip Beam Systems - Cross-Sectional Nonlinearities; Asymptotically-Correct Geometrically-Nonlinear Theory; Anisotropic Elastic Members; Anisotropic Composite Beam Systems; Anisotropic Flexible Four-Bar Mechanisms; Nonlinear Multi-body Systems; Automatic Control Engineering

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

APA (6th Edition):

Pollayi, H. (2010). Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/2012

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):

Pollayi, Hemaraju. “Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms.” 2010. Thesis, Indian Institute of Science. Accessed December 08, 2019. http://hdl.handle.net/2005/2012.

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

MLA Handbook (7th Edition):

Pollayi, Hemaraju. “Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms.” 2010. Web. 08 Dec 2019.

Vancouver:

Pollayi H. Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms. [Internet] [Thesis]. Indian Institute of Science; 2010. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/2005/2012.

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

Council of Science Editors:

Pollayi H. Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms. [Thesis]. Indian Institute of Science; 2010. Available from: http://hdl.handle.net/2005/2012

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


Indian Institute of Science

12. Ghosh, Susanta. Improved Numerical And Numeric-Analytic Schemes In Nonlinear Dynamics And Systems With Finite Rotations.

Degree: 2008, Indian Institute of Science

 This thesis deals with different computational techniques related to some classes of nonlinear response regimes of engineering interest. The work is mainly divided into two… (more)

Subjects/Keywords: Non-linear Dynamics; Nonlinear Oscillators; Multi-Step Transversal Linearization; Multi-Step Tangential Linearization; Rotation Vectors; Tangential Transformation; Rotation - Algorithms; Adomian Decomposition Method; Finite Rotations; Rotation Vector Parametrization; Chaotic Oscillators; Nonlinear Mechanics; Geometrically Exact Beam; Two-Point Boundary Value Problems; Applied Mechanics

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APA (6th Edition):

Ghosh, S. (2008). Improved Numerical And Numeric-Analytic Schemes In Nonlinear Dynamics And Systems With Finite Rotations. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/682

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):

Ghosh, Susanta. “Improved Numerical And Numeric-Analytic Schemes In Nonlinear Dynamics And Systems With Finite Rotations.” 2008. Thesis, Indian Institute of Science. Accessed December 08, 2019. http://hdl.handle.net/2005/682.

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

MLA Handbook (7th Edition):

Ghosh, Susanta. “Improved Numerical And Numeric-Analytic Schemes In Nonlinear Dynamics And Systems With Finite Rotations.” 2008. Web. 08 Dec 2019.

Vancouver:

Ghosh S. Improved Numerical And Numeric-Analytic Schemes In Nonlinear Dynamics And Systems With Finite Rotations. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/2005/682.

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

Council of Science Editors:

Ghosh S. Improved Numerical And Numeric-Analytic Schemes In Nonlinear Dynamics And Systems With Finite Rotations. [Thesis]. Indian Institute of Science; 2008. Available from: http://hdl.handle.net/2005/682

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


Indian Institute of Science

13. Pollayi, Hemaraju. Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms.

Degree: 2010, Indian Institute of Science

 The goal of this work is to develop and demonstrate a comprehensive analysis of single and multi-body composite strip-beam systems using an asymptotically-correct geometrically nonlinear(more)

Subjects/Keywords: Anisotropic Composite Materials; Strip-Beam Systems; Non-linear Systems; Anisotropic Composite Beams; Strip Beam Systems - Cross-Sectional Nonlinearities; Asymptotically-Correct Geometrically-Nonlinear Theory; Anisotropic Elastic Members; Anisotropic Composite Beam Systems; Anisotropic Flexible Four-Bar Mechanisms; Nonlinear Multi-body Systems; Automatic Control Engineering

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

APA (6th Edition):

Pollayi, H. (2010). Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/2012 ; http://etd.ncsi.iisc.ernet.in/abstracts/2606/G24768-Abs.pdf

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):

Pollayi, Hemaraju. “Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms.” 2010. Thesis, Indian Institute of Science. Accessed December 08, 2019. http://etd.iisc.ernet.in/handle/2005/2012 ; http://etd.ncsi.iisc.ernet.in/abstracts/2606/G24768-Abs.pdf.

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

MLA Handbook (7th Edition):

Pollayi, Hemaraju. “Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms.” 2010. Web. 08 Dec 2019.

Vancouver:

Pollayi H. Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms. [Internet] [Thesis]. Indian Institute of Science; 2010. [cited 2019 Dec 08]. Available from: http://etd.iisc.ernet.in/handle/2005/2012 ; http://etd.ncsi.iisc.ernet.in/abstracts/2606/G24768-Abs.pdf.

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

Council of Science Editors:

Pollayi H. Effect Of Cross-sectional Nonlinearities On Anisotropic Strip-based Mechanisms. [Thesis]. Indian Institute of Science; 2010. Available from: http://etd.iisc.ernet.in/handle/2005/2012 ; http://etd.ncsi.iisc.ernet.in/abstracts/2606/G24768-Abs.pdf

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

14. Marques, Gustavo Codá dos Santos Cavalcanti. Estudo e desenvolvimento de código computacional baseado no método dos elementos finitos para análise dinâmica não linear geométrica de sólidos bidimensionais.

Degree: Mestrado, Estruturas, 2006, University of São Paulo

O objetivo principal deste trabalho é o desenvolvimento de uma formulação e sua implementação computacional para se analisar, via Método dos Elementos Finitos (MEF),o comportamento… (more)

Subjects/Keywords: análise não linear geométrica; dinâmica; dynamic; elementos finitos; finite element method; geometrically nonlinear analysis; impact; impacto

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

APA (6th Edition):

Marques, G. C. d. S. C. (2006). Estudo e desenvolvimento de código computacional baseado no método dos elementos finitos para análise dinâmica não linear geométrica de sólidos bidimensionais. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-104749/ ;

Chicago Manual of Style (16th Edition):

Marques, Gustavo Codá dos Santos Cavalcanti. “Estudo e desenvolvimento de código computacional baseado no método dos elementos finitos para análise dinâmica não linear geométrica de sólidos bidimensionais.” 2006. Masters Thesis, University of São Paulo. Accessed December 08, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-104749/ ;.

MLA Handbook (7th Edition):

Marques, Gustavo Codá dos Santos Cavalcanti. “Estudo e desenvolvimento de código computacional baseado no método dos elementos finitos para análise dinâmica não linear geométrica de sólidos bidimensionais.” 2006. Web. 08 Dec 2019.

Vancouver:

Marques GCdSC. Estudo e desenvolvimento de código computacional baseado no método dos elementos finitos para análise dinâmica não linear geométrica de sólidos bidimensionais. [Internet] [Masters thesis]. University of São Paulo; 2006. [cited 2019 Dec 08]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-104749/ ;.

Council of Science Editors:

Marques GCdSC. Estudo e desenvolvimento de código computacional baseado no método dos elementos finitos para análise dinâmica não linear geométrica de sólidos bidimensionais. [Masters Thesis]. University of São Paulo; 2006. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-22062006-104749/ ;

15. Pascon, João Paulo. Modelos constitutivos para materiais hiperelásticos: estudo e implementação computacional.

Degree: Mestrado, Estruturas, 2008, University of São Paulo

O objetivo central deste trabalho é implementar modelos constitutivos hiperelásticos não lineares em um código computacional que faz análise não linear geométrica de cascas. São… (more)

Subjects/Keywords: Análise não linear geométrica; Cascas com sete parâmetros nodais; Finite element method; Formulação Lagrangiana posicional; Geometrically nonlinear analysis; Highly deformable rubber materials; Hiperelasticidade; Hyperelasticity; Materiais poliméricos altamente deformáveis; Método dos elementos finitos; Positional Lagrangian formulation; Seven nodal parameters shells

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APA (6th Edition):

Pascon, J. P. (2008). Modelos constitutivos para materiais hiperelásticos: estudo e implementação computacional. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-17042008-084851/ ;

Chicago Manual of Style (16th Edition):

Pascon, João Paulo. “Modelos constitutivos para materiais hiperelásticos: estudo e implementação computacional.” 2008. Masters Thesis, University of São Paulo. Accessed December 08, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-17042008-084851/ ;.

MLA Handbook (7th Edition):

Pascon, João Paulo. “Modelos constitutivos para materiais hiperelásticos: estudo e implementação computacional.” 2008. Web. 08 Dec 2019.

Vancouver:

Pascon JP. Modelos constitutivos para materiais hiperelásticos: estudo e implementação computacional. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2019 Dec 08]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-17042008-084851/ ;.

Council of Science Editors:

Pascon JP. Modelos constitutivos para materiais hiperelásticos: estudo e implementação computacional. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-17042008-084851/ ;

16. Melissianos, Vasileios. Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος.

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

Objective of the doctoral thesis is the investigation of the behavior of buried oil and gas pipelines with flexible joints subjected to tectonic fault rupture… (more)

Subjects/Keywords: Υπόγειοι χαλύβδινοι αγωγοί; Εύκαμπτοι κόμβοι; Διάρρηξη σεισμικού ρήγματος; Μη-γραμμικές αναλύσεις υλικού και γεωμετρίας; Πειραματικές δοκιμές αγωγών; Αποτίμηση επιτελεστικότητας; Buried steel pipelines; Flexible joints; Seismic fault rupture; Geometrically and materially nonlinear analysis; Experimental tests of pipes; Performance assessment

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APA (6th Edition):

Melissianos, V. (2016). Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/41960

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):

Melissianos, Vasileios. “Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος.” 2016. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed December 08, 2019. http://hdl.handle.net/10442/hedi/41960.

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

MLA Handbook (7th Edition):

Melissianos, Vasileios. “Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος.” 2016. Web. 08 Dec 2019.

Vancouver:

Melissianos V. Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10442/hedi/41960.

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

Council of Science Editors:

Melissianos V. Υπόγειοι χαλύβδινοι αγωγοί με εύκαμπτους κόμβους υπό διάρρηξη σεισμικού ρήγματος. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2016. Available from: http://hdl.handle.net/10442/hedi/41960

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


Virginia Tech

17. McMurray, Jennifer Marie. Response and Failure of Internally Pressurized Elliptical Composite Cylinders.

Degree: MS, Engineering Mechanics, 1999, Virginia Tech

 Presented is an overview of a semi-analytical solution which was developed to study the response of internally pressurized elliptical composite cylinders with clamped boundaries. Using… (more)

Subjects/Keywords: Hashin failure theory; maximum stress failure theory; internal pressure; influence of elliptical geometry; geometrically nonlinear effects; influence of orthotropy

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APA (6th Edition):

McMurray, J. M. (1999). Response and Failure of Internally Pressurized Elliptical Composite Cylinders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/79679

Chicago Manual of Style (16th Edition):

McMurray, Jennifer Marie. “Response and Failure of Internally Pressurized Elliptical Composite Cylinders.” 1999. Masters Thesis, Virginia Tech. Accessed December 08, 2019. http://hdl.handle.net/10919/79679.

MLA Handbook (7th Edition):

McMurray, Jennifer Marie. “Response and Failure of Internally Pressurized Elliptical Composite Cylinders.” 1999. Web. 08 Dec 2019.

Vancouver:

McMurray JM. Response and Failure of Internally Pressurized Elliptical Composite Cylinders. [Internet] [Masters thesis]. Virginia Tech; 1999. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10919/79679.

Council of Science Editors:

McMurray JM. Response and Failure of Internally Pressurized Elliptical Composite Cylinders. [Masters Thesis]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/79679


Virginia Tech

18. Majeed, Majed A. Deformations of In-plane Loaded Unsymmetrically Laminated Composite Plates.

Degree: PhD, Mechanical Engineering, 2005, Virginia Tech

 This study focuses on the response of flat unsymmetric laminates to an inplane compressive loading that for symmetric laminates are of sufficient magnitude to cause… (more)

Subjects/Keywords: Antisymmetric Angle-Ply Laminates; Bifurcation Buckling; Unsymmetric Cross-ply Laminates; Stability; ABAQUS FEA; Geometrically Nonlinear

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APA (6th Edition):

Majeed, M. A. (2005). Deformations of In-plane Loaded Unsymmetrically Laminated Composite Plates. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26309

Chicago Manual of Style (16th Edition):

Majeed, Majed A. “Deformations of In-plane Loaded Unsymmetrically Laminated Composite Plates.” 2005. Doctoral Dissertation, Virginia Tech. Accessed December 08, 2019. http://hdl.handle.net/10919/26309.

MLA Handbook (7th Edition):

Majeed, Majed A. “Deformations of In-plane Loaded Unsymmetrically Laminated Composite Plates.” 2005. Web. 08 Dec 2019.

Vancouver:

Majeed MA. Deformations of In-plane Loaded Unsymmetrically Laminated Composite Plates. [Internet] [Doctoral dissertation]. Virginia Tech; 2005. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10919/26309.

Council of Science Editors:

Majeed MA. Deformations of In-plane Loaded Unsymmetrically Laminated Composite Plates. [Doctoral Dissertation]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/26309

19. Kalochairetis, Konstantinos. Nonlinear behaviour and design of steel built-up columns under axial and transverse loading.

Degree: 2014, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

The present doctoral thesis aims at investigating the behaviour of laced built-up beam-columns with arbitrary boundary conditions and providing practical guidance for their design. To… (more)

Subjects/Keywords: Σύνθετα υποστυλώματα; Ράβδοι δικτύωσης; Διατμητικές παραμορφώσεις; Μη γραμμική ανάλυση γεωμετρίας και υλικού με αρχικές ατέλειες; Μονώροφα βιομηχανικά πλαίσια; Πειραματικές δοκιμές; Built - up columns; Lacing bars; Shear deformations; Geometrically and materially nonlinear imperfection analysis (gmnia); Single storey industrial frames; Experimental tests

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APA (6th Edition):

Kalochairetis, K. (2014). Nonlinear behaviour and design of steel built-up columns under axial and transverse loading. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/37419

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):

Kalochairetis, Konstantinos. “Nonlinear behaviour and design of steel built-up columns under axial and transverse loading.” 2014. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed December 08, 2019. http://hdl.handle.net/10442/hedi/37419.

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

MLA Handbook (7th Edition):

Kalochairetis, Konstantinos. “Nonlinear behaviour and design of steel built-up columns under axial and transverse loading.” 2014. Web. 08 Dec 2019.

Vancouver:

Kalochairetis K. Nonlinear behaviour and design of steel built-up columns under axial and transverse loading. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2014. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10442/hedi/37419.

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

Council of Science Editors:

Kalochairetis K. Nonlinear behaviour and design of steel built-up columns under axial and transverse loading. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2014. Available from: http://hdl.handle.net/10442/hedi/37419

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

20. Chhang, Sophy. Energy-momentum conserving time-stepping algorithms for nonlinear dynamics of planar and spatial euler-bernoulli/timoshenko beams : Algorithmes d’intégration conservatifs de l’analyse dynamique non-linéaire des poutres planes et spatiales d'Euler-Bernoulli/Timoshenko.

Degree: Docteur es, Génie Civil, 2018, Rennes, INSA; Kungliga tekniska högskolan (Stockholm)

Dans la première partie de la thèse, les schémas d’intégration conservatifs sont appliqués aux poutres co-rotationnelles 2D. Les cinématiques d'Euler-Bernoulli et de Timoshenko sont abordées.… (more)

Subjects/Keywords: Dynamique non-linéaire; Schémas d’intégration conservatifs; Poutre co-rotationelle 2D; Poutre spatiale d’Euler-Bernoulli géométriquement exacte; Impact; Nonlinear Dynamics; Energy-momentum conserving scheme; 2D co-rotational beam; Geometrically exact 3D Euler-Bernoulli beam; Impact; 624.1

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APA (6th Edition):

Chhang, S. (2018). Energy-momentum conserving time-stepping algorithms for nonlinear dynamics of planar and spatial euler-bernoulli/timoshenko beams : Algorithmes d’intégration conservatifs de l’analyse dynamique non-linéaire des poutres planes et spatiales d'Euler-Bernoulli/Timoshenko. (Doctoral Dissertation). Rennes, INSA; Kungliga tekniska högskolan (Stockholm). Retrieved from http://www.theses.fr/2018ISAR0027

Chicago Manual of Style (16th Edition):

Chhang, Sophy. “Energy-momentum conserving time-stepping algorithms for nonlinear dynamics of planar and spatial euler-bernoulli/timoshenko beams : Algorithmes d’intégration conservatifs de l’analyse dynamique non-linéaire des poutres planes et spatiales d'Euler-Bernoulli/Timoshenko.” 2018. Doctoral Dissertation, Rennes, INSA; Kungliga tekniska högskolan (Stockholm). Accessed December 08, 2019. http://www.theses.fr/2018ISAR0027.

MLA Handbook (7th Edition):

Chhang, Sophy. “Energy-momentum conserving time-stepping algorithms for nonlinear dynamics of planar and spatial euler-bernoulli/timoshenko beams : Algorithmes d’intégration conservatifs de l’analyse dynamique non-linéaire des poutres planes et spatiales d'Euler-Bernoulli/Timoshenko.” 2018. Web. 08 Dec 2019.

Vancouver:

Chhang S. Energy-momentum conserving time-stepping algorithms for nonlinear dynamics of planar and spatial euler-bernoulli/timoshenko beams : Algorithmes d’intégration conservatifs de l’analyse dynamique non-linéaire des poutres planes et spatiales d'Euler-Bernoulli/Timoshenko. [Internet] [Doctoral dissertation]. Rennes, INSA; Kungliga tekniska högskolan (Stockholm); 2018. [cited 2019 Dec 08]. Available from: http://www.theses.fr/2018ISAR0027.

Council of Science Editors:

Chhang S. Energy-momentum conserving time-stepping algorithms for nonlinear dynamics of planar and spatial euler-bernoulli/timoshenko beams : Algorithmes d’intégration conservatifs de l’analyse dynamique non-linéaire des poutres planes et spatiales d'Euler-Bernoulli/Timoshenko. [Doctoral Dissertation]. Rennes, INSA; Kungliga tekniska högskolan (Stockholm); 2018. Available from: http://www.theses.fr/2018ISAR0027


Universitat Politècnica de València

21. Lázaro Fernández, Carlos Manuel. Formulación material y espacial del modelo geometricamente exacto de piezas alargadas .

Degree: 2008, Universitat Politècnica de València

 El análisis de la respuesta mecánica de piezas alargadas que experimentan grandes desplazamientos y rotaciones constituye un campo en el que se han producido avances… (more)

Subjects/Keywords: Nonlinear; Rod; Geometrically; Exact; Model; Reissner; Simo; Theory; Finite; Rotations; Elements; Euler; Elástica; Kinetic; Analogy

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APA (6th Edition):

Lázaro Fernández, C. M. (2008). Formulación material y espacial del modelo geometricamente exacto de piezas alargadas . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/1872

Chicago Manual of Style (16th Edition):

Lázaro Fernández, Carlos Manuel. “Formulación material y espacial del modelo geometricamente exacto de piezas alargadas .” 2008. Doctoral Dissertation, Universitat Politècnica de València. Accessed December 08, 2019. http://hdl.handle.net/10251/1872.

MLA Handbook (7th Edition):

Lázaro Fernández, Carlos Manuel. “Formulación material y espacial del modelo geometricamente exacto de piezas alargadas .” 2008. Web. 08 Dec 2019.

Vancouver:

Lázaro Fernández CM. Formulación material y espacial del modelo geometricamente exacto de piezas alargadas . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2008. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10251/1872.

Council of Science Editors:

Lázaro Fernández CM. Formulación material y espacial del modelo geometricamente exacto de piezas alargadas . [Doctoral Dissertation]. Universitat Politècnica de València; 2008. Available from: http://hdl.handle.net/10251/1872


Brno University of Technology

22. Jurík, Michal. Lávky pro pěší tvořené plochým obloukem .

Degree: 2012, Brno University of Technology

 Tématem disertační práce je studium lávek pro pěší tvořených plochým obloukem. Pro pochopení základního statického působení plochého oblouku byla vypracována studie zabývající se návrhem přímého… (more)

Subjects/Keywords: Půdorysně zakřivený plochý oblouk; lávka pro pěší; geometricky nelineární výpočet; statická a dynamická analýza; modelová podobnost; zkouška modelu; zatěžovací zkouška.; Curved in plan flat arch; pedestrian bridge; geometrically nonlinear analysis; static and dynamic analysis; model analogy; model test; load test.

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APA (6th Edition):

Jurík, M. (2012). Lávky pro pěší tvořené plochým obloukem . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137869

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):

Jurík, Michal. “Lávky pro pěší tvořené plochým obloukem .” 2012. Thesis, Brno University of Technology. Accessed December 08, 2019. http://hdl.handle.net/11012/137869.

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

MLA Handbook (7th Edition):

Jurík, Michal. “Lávky pro pěší tvořené plochým obloukem .” 2012. Web. 08 Dec 2019.

Vancouver:

Jurík M. Lávky pro pěší tvořené plochým obloukem . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/11012/137869.

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

Council of Science Editors:

Jurík M. Lávky pro pěší tvořené plochým obloukem . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/137869

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


Arizona State University

23. Song, Pengchao. The Effects of Nonlinear Damping on Post-flutter Behavior Using Geometrically Nonlinear Reduced Order Modeling.

Degree: Mechanical Engineering, 2015, Arizona State University

Subjects/Keywords: Mechanical engineering; Aerospace engineering; Geometrically Nonlinear; Limit Cycle Oscillation; Mechanical Engineering; Reduced Order Model; Structural Dynamics

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APA (6th Edition):

Song, P. (2015). The Effects of Nonlinear Damping on Post-flutter Behavior Using Geometrically Nonlinear Reduced Order Modeling. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/29759

Chicago Manual of Style (16th Edition):

Song, Pengchao. “The Effects of Nonlinear Damping on Post-flutter Behavior Using Geometrically Nonlinear Reduced Order Modeling.” 2015. Masters Thesis, Arizona State University. Accessed December 08, 2019. http://repository.asu.edu/items/29759.

MLA Handbook (7th Edition):

Song, Pengchao. “The Effects of Nonlinear Damping on Post-flutter Behavior Using Geometrically Nonlinear Reduced Order Modeling.” 2015. Web. 08 Dec 2019.

Vancouver:

Song P. The Effects of Nonlinear Damping on Post-flutter Behavior Using Geometrically Nonlinear Reduced Order Modeling. [Internet] [Masters thesis]. Arizona State University; 2015. [cited 2019 Dec 08]. Available from: http://repository.asu.edu/items/29759.

Council of Science Editors:

Song P. The Effects of Nonlinear Damping on Post-flutter Behavior Using Geometrically Nonlinear Reduced Order Modeling. [Masters Thesis]. Arizona State University; 2015. Available from: http://repository.asu.edu/items/29759

24. ΚΑΡΑΚΩΣΤΑΣ, ΧΡΗΣΤΟΣ. ΑΝΑΠΤΥΞΗ CO ΚΑΙ C1 ΤΡΙΓΩΝΙΚΩΝ ΠΕΠΕΡΑΣΜΕΝΩΝ ΣΤΟΙΧΕΙΩΝ ΓΙΑ ΕΠΙΦΑΝΕΙΑΚΟΥΣ ΦΟΡΕΙΣ ΚΑΤΑΛΛΗΛΩΝ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ ΙΔΙΟΤΑΛΑΝΤΩΣΕΩΝ ΚΑΙ ΤΗΝ ΕΠΙΛΥ...

Degree: 1989, Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH)

THE STUDY DEALS WITH THE DEVELOPMENT OF PLATE AND SHELL TRIANGULAR FINITE ELEMENTS. TWO LINEAR SHELL ELEMENTS BASED ON THE MINDLIN/REISSNER THEORY OF THICK PLATES… (more)

Subjects/Keywords: Engineering; Finite elements; FREE VIBRATION; GEOMETRICALLY NONLINEAR ANALYSIS; NUMERICAL METHODS FOR STRUCTURE ANALYSIS; PLATES AND SHELLS; ΑΡΙΘΜΗΤΙΚΕΣ ΜΕΘΟΔΟΙ ΑΝΑΛΥΣΗΣ ΚΑΤΑΣΚΕΥΩΝ; ΓΕΩΜΕΤΡΙΚΑ ΜΗ ΓΡΑΜΜΙΚΟΣ ΥΠΟΛΟΓΙΣΜΟΣ; ΕΠΙΦΑΝΕΙΑΚΟΙ ΦΟΡΕΙΣ; Ιδιοταλαντώσεις; Μηχανική; Πεπερασμένα στοιχεία

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APA (6th Edition):

ΚΑΡΑΚΩΣΤΑΣ, . (1989). ΑΝΑΠΤΥΞΗ CO ΚΑΙ C1 ΤΡΙΓΩΝΙΚΩΝ ΠΕΠΕΡΑΣΜΕΝΩΝ ΣΤΟΙΧΕΙΩΝ ΓΙΑ ΕΠΙΦΑΝΕΙΑΚΟΥΣ ΦΟΡΕΙΣ ΚΑΤΑΛΛΗΛΩΝ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ ΙΔΙΟΤΑΛΑΝΤΩΣΕΩΝ ΚΑΙ ΤΗΝ ΕΠΙΛΥ... (Thesis). Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH). Retrieved from http://hdl.handle.net/10442/hedi/1026

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):

ΚΑΡΑΚΩΣΤΑΣ, ΧΡΗΣΤΟΣ. “ΑΝΑΠΤΥΞΗ CO ΚΑΙ C1 ΤΡΙΓΩΝΙΚΩΝ ΠΕΠΕΡΑΣΜΕΝΩΝ ΣΤΟΙΧΕΙΩΝ ΓΙΑ ΕΠΙΦΑΝΕΙΑΚΟΥΣ ΦΟΡΕΙΣ ΚΑΤΑΛΛΗΛΩΝ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ ΙΔΙΟΤΑΛΑΝΤΩΣΕΩΝ ΚΑΙ ΤΗΝ ΕΠΙΛΥ...” 1989. Thesis, Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH). Accessed December 08, 2019. http://hdl.handle.net/10442/hedi/1026.

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

MLA Handbook (7th Edition):

ΚΑΡΑΚΩΣΤΑΣ, ΧΡΗΣΤΟΣ. “ΑΝΑΠΤΥΞΗ CO ΚΑΙ C1 ΤΡΙΓΩΝΙΚΩΝ ΠΕΠΕΡΑΣΜΕΝΩΝ ΣΤΟΙΧΕΙΩΝ ΓΙΑ ΕΠΙΦΑΝΕΙΑΚΟΥΣ ΦΟΡΕΙΣ ΚΑΤΑΛΛΗΛΩΝ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ ΙΔΙΟΤΑΛΑΝΤΩΣΕΩΝ ΚΑΙ ΤΗΝ ΕΠΙΛΥ...” 1989. Web. 08 Dec 2019.

Vancouver:

ΚΑΡΑΚΩΣΤΑΣ . ΑΝΑΠΤΥΞΗ CO ΚΑΙ C1 ΤΡΙΓΩΝΙΚΩΝ ΠΕΠΕΡΑΣΜΕΝΩΝ ΣΤΟΙΧΕΙΩΝ ΓΙΑ ΕΠΙΦΑΝΕΙΑΚΟΥΣ ΦΟΡΕΙΣ ΚΑΤΑΛΛΗΛΩΝ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ ΙΔΙΟΤΑΛΑΝΤΩΣΕΩΝ ΚΑΙ ΤΗΝ ΕΠΙΛΥ... [Internet] [Thesis]. Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH); 1989. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10442/hedi/1026.

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

Council of Science Editors:

ΚΑΡΑΚΩΣΤΑΣ . ΑΝΑΠΤΥΞΗ CO ΚΑΙ C1 ΤΡΙΓΩΝΙΚΩΝ ΠΕΠΕΡΑΣΜΕΝΩΝ ΣΤΟΙΧΕΙΩΝ ΓΙΑ ΕΠΙΦΑΝΕΙΑΚΟΥΣ ΦΟΡΕΙΣ ΚΑΤΑΛΛΗΛΩΝ ΓΙΑ ΤΟΝ ΥΠΟΛΟΓΙΣΜΟ ΙΔΙΟΤΑΛΑΝΤΩΣΕΩΝ ΚΑΙ ΤΗΝ ΕΠΙΛΥ... [Thesis]. Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); Aristotle University Of Thessaloniki (AUTH); 1989. Available from: http://hdl.handle.net/10442/hedi/1026

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

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