Geometric non-linear structural analysis by spline finite element method

Geometric non-linear structural analysis by spline finite element method

The development presented in this thesis is geometrically non-linear analysis using the C1-spline finite elements. The formulation is based on the general geometrically non-linear strain-displacement relations derived from Novozhilov's theory. It is well known that a serious drawback of C degre...

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Main Author: Shi, Ping.
Other Authors: Fan, Sau Cheong
Format: Theses and Dissertations
Language:English
Published: 2009
Subjects:
DRNTU::Engineering::Civil engineering::Structures and design
Online Access:http://hdl.handle.net/10356/19419
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Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-19419
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spelling sg-ntu-dr.10356-194192019-12-10T12:08:18Z Geometric non-linear structural analysis by spline finite element method Shi, Ping. Fan, Sau Cheong School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design The development presented in this thesis is geometrically non-linear analysis using the C1-spline finite elements. The formulation is based on the general geometrically non-linear strain-displacement relations derived from Novozhilov's theory. It is well known that a serious drawback of C degree elements is their exposure of the shear locking phenomenon. The present development can remove this restriction for non-linear structural analysis by finite element method. Doctor of Philosophy (CSE) 2009-12-11T09:14:37Z 2009-12-11T09:14:37Z 1996 1996 Thesis http://hdl.handle.net/10356/19419 en NANYANG TECHNOLOGICAL UNIVERSITY 268 p. application/pdf
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Shi, Ping.
Geometric non-linear structural analysis by spline finite element method
description The development presented in this thesis is geometrically non-linear analysis using the C1-spline finite elements. The formulation is based on the general geometrically non-linear strain-displacement relations derived from Novozhilov's theory. It is well known that a serious drawback of C degree elements is their exposure of the shear locking phenomenon. The present development can remove this restriction for non-linear structural analysis by finite element method.
author2 Fan, Sau Cheong
author_facet Fan, Sau Cheong
Shi, Ping.
format Theses and Dissertations
author Shi, Ping.
author_sort Shi, Ping.
title Geometric non-linear structural analysis by spline finite element method
title_short Geometric non-linear structural analysis by spline finite element method
title_full Geometric non-linear structural analysis by spline finite element method
title_fullStr Geometric non-linear structural analysis by spline finite element method
title_full_unstemmed Geometric non-linear structural analysis by spline finite element method
title_sort geometric non-linear structural analysis by spline finite element method
publishDate 2009
url http://hdl.handle.net/10356/19419
_version_ 1681040723466518528

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