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You searched for subject:(finite rotations). Showing records 1 – 9 of 9 total matches.

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National University of Ireland – Galway

1. Connaire, Adrian. A Quasi-Rotation Newton-Raphson method for the analysis of marine risser structures.

Degree: 2014, National University of Ireland – Galway

This thesis describes a method which represents a novel approach for the prediction of coupled axial, bending and torque response of compliant beam structures undergoing… (more)

Subjects/Keywords: Quasi-Rotation; Newton-Raphson; Subsea riser; Finite rotations; Finite element method

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APA (6th Edition):

Connaire, A. (2014). A Quasi-Rotation Newton-Raphson method for the analysis of marine risser structures. (Thesis). National University of Ireland – Galway. Retrieved from http://hdl.handle.net/10379/4776

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):

Connaire, Adrian. “A Quasi-Rotation Newton-Raphson method for the analysis of marine risser structures.” 2014. Thesis, National University of Ireland – Galway. Accessed December 12, 2019. http://hdl.handle.net/10379/4776.

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

MLA Handbook (7th Edition):

Connaire, Adrian. “A Quasi-Rotation Newton-Raphson method for the analysis of marine risser structures.” 2014. Web. 12 Dec 2019.

Vancouver:

Connaire A. A Quasi-Rotation Newton-Raphson method for the analysis of marine risser structures. [Internet] [Thesis]. National University of Ireland – Galway; 2014. [cited 2019 Dec 12]. Available from: http://hdl.handle.net/10379/4776.

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

Council of Science Editors:

Connaire A. A Quasi-Rotation Newton-Raphson method for the analysis of marine risser structures. [Thesis]. National University of Ireland – Galway; 2014. Available from: http://hdl.handle.net/10379/4776

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

2. Renversade, Loïc. Analyse expérimentale et numérique de la plasticité à l’échelle des grains individuels dans un polycristal d’aluminium déformé en traction uniaxiale : Experimental and numerical analysis of single grain plasticity in an aluminium polycrystal deformed in uniaxial tension.

Degree: Docteur es, Sciences et Génie des Matériaux, 2016, Lyon

Ce travail vise à améliorer la compréhension de la déformation locale des matériaux polycristallins. Pour cela, les comportements des grains individuels d'un polycristal d'aluminium déformé… (more)

Subjects/Keywords: Polycrystal; Aluminium; Plasticité cristalline; Contraintes; Rotations cristallines; DCT; 3DXRD; Éléments-finis; Polycrystal; Crystal plasticity; 3DXRD; DCT; Finite elements; Lattice rotations; Stress; Aluminium

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

APA (6th Edition):

Renversade, L. (2016). Analyse expérimentale et numérique de la plasticité à l’échelle des grains individuels dans un polycristal d’aluminium déformé en traction uniaxiale : Experimental and numerical analysis of single grain plasticity in an aluminium polycrystal deformed in uniaxial tension. (Doctoral Dissertation). Lyon. Retrieved from http://www.theses.fr/2016LYSEM019

Chicago Manual of Style (16th Edition):

Renversade, Loïc. “Analyse expérimentale et numérique de la plasticité à l’échelle des grains individuels dans un polycristal d’aluminium déformé en traction uniaxiale : Experimental and numerical analysis of single grain plasticity in an aluminium polycrystal deformed in uniaxial tension.” 2016. Doctoral Dissertation, Lyon. Accessed December 12, 2019. http://www.theses.fr/2016LYSEM019.

MLA Handbook (7th Edition):

Renversade, Loïc. “Analyse expérimentale et numérique de la plasticité à l’échelle des grains individuels dans un polycristal d’aluminium déformé en traction uniaxiale : Experimental and numerical analysis of single grain plasticity in an aluminium polycrystal deformed in uniaxial tension.” 2016. Web. 12 Dec 2019.

Vancouver:

Renversade L. Analyse expérimentale et numérique de la plasticité à l’échelle des grains individuels dans un polycristal d’aluminium déformé en traction uniaxiale : Experimental and numerical analysis of single grain plasticity in an aluminium polycrystal deformed in uniaxial tension. [Internet] [Doctoral dissertation]. Lyon; 2016. [cited 2019 Dec 12]. Available from: http://www.theses.fr/2016LYSEM019.

Council of Science Editors:

Renversade L. Analyse expérimentale et numérique de la plasticité à l’échelle des grains individuels dans un polycristal d’aluminium déformé en traction uniaxiale : Experimental and numerical analysis of single grain plasticity in an aluminium polycrystal deformed in uniaxial tension. [Doctoral Dissertation]. Lyon; 2016. Available from: http://www.theses.fr/2016LYSEM019


Virginia Tech

3. 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 12, 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. 12 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 12]. 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

4. Picault, Elia. Un modèle de poutre à section mince flexible : Application aux pliages 3D de mètres-rubans : A rod model with flexible thin-walled cross-section : Application to the folding of tape springs in 3D.

Degree: Docteur es, Mécanique des Solides, 2013, Aix Marseille Université

Ce travail a pour cadre une collaboration entre le LMA et Thales Alenia Space. Nous nous intéressons au comportement des structures flexibles et plus particulièrement… (more)

Subjects/Keywords: Poutres à section mince déformable; Gauchissement; Grands déplacements; Grandes rotations; Structures flexibles; Structures déployables; Mètres rubans; Dynamique; Eléments finis; Rods with deformable thin-walled cross-section; Warping; Large displacements; Large rotations; Flexible structures; Deployable structures,; Tape springs; Dynamics; Finite elements

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

APA (6th Edition):

Picault, E. (2013). Un modèle de poutre à section mince flexible : Application aux pliages 3D de mètres-rubans : A rod model with flexible thin-walled cross-section : Application to the folding of tape springs in 3D. (Doctoral Dissertation). Aix Marseille Université. Retrieved from http://www.theses.fr/2013AIXM4761

Chicago Manual of Style (16th Edition):

Picault, Elia. “Un modèle de poutre à section mince flexible : Application aux pliages 3D de mètres-rubans : A rod model with flexible thin-walled cross-section : Application to the folding of tape springs in 3D.” 2013. Doctoral Dissertation, Aix Marseille Université. Accessed December 12, 2019. http://www.theses.fr/2013AIXM4761.

MLA Handbook (7th Edition):

Picault, Elia. “Un modèle de poutre à section mince flexible : Application aux pliages 3D de mètres-rubans : A rod model with flexible thin-walled cross-section : Application to the folding of tape springs in 3D.” 2013. Web. 12 Dec 2019.

Vancouver:

Picault E. Un modèle de poutre à section mince flexible : Application aux pliages 3D de mètres-rubans : A rod model with flexible thin-walled cross-section : Application to the folding of tape springs in 3D. [Internet] [Doctoral dissertation]. Aix Marseille Université 2013. [cited 2019 Dec 12]. Available from: http://www.theses.fr/2013AIXM4761.

Council of Science Editors:

Picault E. Un modèle de poutre à section mince flexible : Application aux pliages 3D de mètres-rubans : A rod model with flexible thin-walled cross-section : Application to the folding of tape springs in 3D. [Doctoral Dissertation]. Aix Marseille Université 2013. Available from: http://www.theses.fr/2013AIXM4761


Indian Institute of Science

5. 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 12, 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. 12 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 12]. 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


Universitat Politècnica de València

6. 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 12, 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. 12 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 12]. 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


Georgia Tech

7. Ozgur, Cagri. Influence of cross-frame detailing on curved and skewed steel I-girder bridges.

Degree: PhD, Civil and Environmental Engineering, 2011, Georgia Tech

 Curved and skewed I-girder bridges exhibit torsional displacements of the individual girders and of the overall bridge cross-section under dead loads. As a result, the… (more)

Subjects/Keywords: Steel dead load fit detailing; Fit-up; Total dead load fit detailing; No-load fit detailing; Construction engineering and analysis; Cross-frame detailing; Curved and skewed bridges; Steel bridges; Finite element analysis; Line-girder analysis; Layovers; Come-along forces; Bearing rotations; Temporary supports; Iron and steel bridges; Girders; Steel I-beams; Structural frames

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APA (6th Edition):

Ozgur, C. (2011). Influence of cross-frame detailing on curved and skewed steel I-girder bridges. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/42769

Chicago Manual of Style (16th Edition):

Ozgur, Cagri. “Influence of cross-frame detailing on curved and skewed steel I-girder bridges.” 2011. Doctoral Dissertation, Georgia Tech. Accessed December 12, 2019. http://hdl.handle.net/1853/42769.

MLA Handbook (7th Edition):

Ozgur, Cagri. “Influence of cross-frame detailing on curved and skewed steel I-girder bridges.” 2011. Web. 12 Dec 2019.

Vancouver:

Ozgur C. Influence of cross-frame detailing on curved and skewed steel I-girder bridges. [Internet] [Doctoral dissertation]. Georgia Tech; 2011. [cited 2019 Dec 12]. Available from: http://hdl.handle.net/1853/42769.

Council of Science Editors:

Ozgur C. Influence of cross-frame detailing on curved and skewed steel I-girder bridges. [Doctoral Dissertation]. Georgia Tech; 2011. Available from: http://hdl.handle.net/1853/42769

8. Liu, Hui. Modeling of frame structures undergoing large deformations and large rotations.

Degree: PhD, Civil Engineering, 2016, Purdue University

  Numerical simulation of large-scale problems in structural dynamics, such as structures subject to extreme loads, can provide useful insights into structural behavior while minimizing… (more)

Subjects/Keywords: Applied sciences; Coupling; Finite element modeling; Large deformation; Large rotations; Multi-time-step; Numerical simulation; Applied Mechanics; Civil Engineering

…Structures Undergoing Large Deformations and Large Rotations. Major Professor: Arun Prakash… …structures. Conventionally, frame structures have been modeled using beam-frame finite elements in… …and rotations when subject to extreme loads such as high intensity earthquakes. One of the… …nature of three dimensional rotational degrees of freedom, especially under large rotations… …associated with large three dimensional rotations. Several numerical examples are presented to… 

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APA (6th Edition):

Liu, H. (2016). Modeling of frame structures undergoing large deformations and large rotations. (Doctoral Dissertation). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_dissertations/798

Chicago Manual of Style (16th Edition):

Liu, Hui. “Modeling of frame structures undergoing large deformations and large rotations.” 2016. Doctoral Dissertation, Purdue University. Accessed December 12, 2019. https://docs.lib.purdue.edu/open_access_dissertations/798.

MLA Handbook (7th Edition):

Liu, Hui. “Modeling of frame structures undergoing large deformations and large rotations.” 2016. Web. 12 Dec 2019.

Vancouver:

Liu H. Modeling of frame structures undergoing large deformations and large rotations. [Internet] [Doctoral dissertation]. Purdue University; 2016. [cited 2019 Dec 12]. Available from: https://docs.lib.purdue.edu/open_access_dissertations/798.

Council of Science Editors:

Liu H. Modeling of frame structures undergoing large deformations and large rotations. [Doctoral Dissertation]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_dissertations/798

9. Epple, Alexander. Methods for increased computational efficiency of multibody simulations.

Degree: PhD, Aerospace Engineering, 2008, Georgia Tech

 This thesis is concerned with the efficient numerical simulation of finite element based flexible multibody systems. Scaling operations are systematically applied to the governing index-3… (more)

Subjects/Keywords: Property smoothing; Mesh optimization; Beams; Flexible multibody dynamics; Finite element method; Scaling; Augmented Lagrangian; Constraints; Differential algebraic equations; DAE; Time stepping schemes; Finite rotations; Interpolation; Interpolation; Approximation theory; Differential Algebraic equations; Algorithms; Iterative methods (Mathematics); Mathematical optimization

…characterized by three distinct features: system components undergo finite relative rotations, system… …required to accurately model flexible components. Finite rotations cause the resulting equations… …finite rotations in geometrically exact structural elements is revisited. This results in the… …simulations of flexible multibody systems. 1.3 Interpolation of Finite Rotations in Geometrically… …corresponding interpolation functions. The representation and manipulation of finite rotations is an… 

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APA (6th Edition):

Epple, A. (2008). Methods for increased computational efficiency of multibody simulations. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/26532

Chicago Manual of Style (16th Edition):

Epple, Alexander. “Methods for increased computational efficiency of multibody simulations.” 2008. Doctoral Dissertation, Georgia Tech. Accessed December 12, 2019. http://hdl.handle.net/1853/26532.

MLA Handbook (7th Edition):

Epple, Alexander. “Methods for increased computational efficiency of multibody simulations.” 2008. Web. 12 Dec 2019.

Vancouver:

Epple A. Methods for increased computational efficiency of multibody simulations. [Internet] [Doctoral dissertation]. Georgia Tech; 2008. [cited 2019 Dec 12]. Available from: http://hdl.handle.net/1853/26532.

Council of Science Editors:

Epple A. Methods for increased computational efficiency of multibody simulations. [Doctoral Dissertation]. Georgia Tech; 2008. Available from: http://hdl.handle.net/1853/26532

.