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Criteria for prediction of optimum field functions for finite element structural analysisHagan, F. A. January 1986 (has links)
No description available.
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3D nonlinear mixed finite-element analysis of RC beams and plates with and without FRP reinforcementHoque, Mohammad M. 05 April 2006 (has links)
Three 3D nonlinear finite-element (FE) models are developed to study the behavior of concrete beams and plates with and without externally reinforcement of fibre reinforced polymer (FRP). Ramtekkar’s mixed layer-wise 3 dimensional (3D) 18-node FE model (108 degrees-of-freedom, DOFs) is modified to accommodate the nonlinear concrete and elasto-plastic steel behaviour. Saenz’s stress-strain equation is used for material nonlinearity of concrete. As in any 3D mixed FE analysis, the run time using the model can be computationally expensive. Two additional layer-wise 18-node FE models: Displacement FE model (54 DOF) and transitional FE model (81 DOF) are developed. The displacement FE model is based on purely displacement field, i.e. only displacement components are enforced throughout the thickness of the structures. The transitional FE model has six DOF (three displacement components in the coordinate axis direction and three transverse stress components - where z is the thickness direction) per node in the upper surface and only three DOF (three displacement components in the coordinate axis direction) per node in the bottom surface.The analysis of reinforced concrete (RC) beam strengthened with FRP and composite plate using these models are verified against the experimental results and the results from the commercial software, ANSYS respectively. Several parametric studies are done on composite RC beam and composite plate.
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Parametric sensitivity analysis of microscrewsWitzgall, Zachary F. January 2006 (has links)
Thesis (M.S.)--West Virginia University, 2006. / Title from document title page. Document formatted into pages; contains xi, 73 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 52-53).
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A new look at the description of reverberent spaces /Jie, Pan. January 1988 (has links) (PDF)
Thesis (Ph. D.)--University of Adelaide, Dept. of Mechanical Engineering, 1989. / Includes bibliographical references (leaves 140-149).
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Finite element techniques applied to the analysis of bus bodies /Close, Andrew Frank. January 1975 (has links) (PDF)
Thesis (M.E.) -- University of Adelaide, Department of Civil Engineering, 1977.
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Investigation of tetrahedron elements using automatic meshing in finite element analysis /Tseng, Gordon Bae-Ji. January 1992 (has links)
Thesis (M.S.)--Rochester Institute of Technology, 1992. / Typescript. Includes bibliographical references.
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Nonlinear 3-D beam/connector finite element with warping for a glulam dome /Kavi, Sandeep A, January 1993 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1993. / Vita. Abstract. Includes bibliographical references (leaves 181-183). Also available via the Internet.
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Finite element modeling of a refrigeration compressor for noise prediction applications /Ramani, Anand, January 1993 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1993. / Vita. Abstract. Includes bibliographical references (leaves 145-149). Also available via the Internet.
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Three-dimensional finite element modeling of steady state seepage using the computer program 'SEEPS3D' /Joglekar, Pramod N., January 1994 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1994. / Vita. Abstract. Includes bibliographical references (leaves 64-68). Also available via the Internet.
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Structural analysis and optimization of the support device used for a proximal fracture of the femurSmith, Richard A. January 2008 (has links) (PDF)
Thesis (M.S. in Mechanical Engineering)--Naval Postgraduate School, December 2008. / Thesis Advisor(s): Kwon, Young W. "December 2008." Description based on title screen as viewed on January 30, 2009. Includes bibliographical references (p. 67-68). Also available in print.
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