Computational experiment of reinforced concrete structural elements using damage mechanics

The finite element method (FEM) has been widely used to study the behaviour of reinforced concrete (RC) members and structures. However, the complex material properties of concrete and bond-slip behaviour of concrete-rebar interface and the difficulty in FEM modeling of the RC members with complicat...

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主要作者: Liu, Yu.
其他作者: Soh, Chee Kiong
格式: Theses and Dissertations
語言:English
出版: 2008
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在線閱讀:http://hdl.handle.net/10356/11909
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機構: Nanyang Technological University
語言: English
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spelling sg-ntu-dr.10356-119092023-03-03T19:33:40Z Computational experiment of reinforced concrete structural elements using damage mechanics Liu, Yu. Soh, Chee Kiong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The finite element method (FEM) has been widely used to study the behaviour of reinforced concrete (RC) members and structures. However, the complex material properties of concrete and bond-slip behaviour of concrete-rebar interface and the difficulty in FEM modeling of the RC members with complicated rebar arrangement are still the two main problems in the three-dimensional FEM analysis of RC members. Doctor of Philosophy (CEE) 2008-09-25T06:32:15Z 2008-09-25T06:32:15Z 2003 2003 Thesis http://hdl.handle.net/10356/11909 en Nanyang Technological University 194 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Liu, Yu.
Computational experiment of reinforced concrete structural elements using damage mechanics
description The finite element method (FEM) has been widely used to study the behaviour of reinforced concrete (RC) members and structures. However, the complex material properties of concrete and bond-slip behaviour of concrete-rebar interface and the difficulty in FEM modeling of the RC members with complicated rebar arrangement are still the two main problems in the three-dimensional FEM analysis of RC members.
author2 Soh, Chee Kiong
author_facet Soh, Chee Kiong
Liu, Yu.
format Theses and Dissertations
author Liu, Yu.
author_sort Liu, Yu.
title Computational experiment of reinforced concrete structural elements using damage mechanics
title_short Computational experiment of reinforced concrete structural elements using damage mechanics
title_full Computational experiment of reinforced concrete structural elements using damage mechanics
title_fullStr Computational experiment of reinforced concrete structural elements using damage mechanics
title_full_unstemmed Computational experiment of reinforced concrete structural elements using damage mechanics
title_sort computational experiment of reinforced concrete structural elements using damage mechanics
publishDate 2008
url http://hdl.handle.net/10356/11909
_version_ 1759857301519335424