Finite element analysis on post-buckling of thin-walled structures using ANSYS

This project aims to develop a standard design procedure to simulate the buckling and post-buckling behavior of thin-walled structures, via the use of finite element analysis, and hence determine conservative estimates of the ultimate compressive load. The finite element program, ANSYS (academic...

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Bibliographic Details
Main Author: Zhong, Mingxuan.
Other Authors: Chou Siaw Meng
Format: Final Year Project (FYP)
Language:English
Published: 2011
Subjects:
Online Access:http://hdl.handle.net/10356/45060
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author Zhong, Mingxuan.
author2 Chou Siaw Meng
author_facet Chou Siaw Meng
Zhong, Mingxuan.
author_sort Zhong, Mingxuan.
collection NTU
description This project aims to develop a standard design procedure to simulate the buckling and post-buckling behavior of thin-walled structures, via the use of finite element analysis, and hence determine conservative estimates of the ultimate compressive load. The finite element program, ANSYS (academic version 13.0) was used in this study. This report is a continuation of previous studies under the same name, and documents the design procedure that was developed as well as new improvements made to it. To validate the robustness of the design procedure, specimens of three different cross sections were tested in this study, namely the lipped-ended channel, the rack channel (RA) and the rack channel with additional lip stiffeners (RL). The results obtained were checked against experimental data and led to the development of design procedures for the RA and RL channels, and the revision of design procedures for the lipped-ended channel.
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spelling ntu-10356/450602023-03-04T19:23:52Z Finite element analysis on post-buckling of thin-walled structures using ANSYS Zhong, Mingxuan. Chou Siaw Meng School of Mechanical and Aerospace Engineering DRNTU::Engineering::Mechanical engineering::Mechanics and dynamics This project aims to develop a standard design procedure to simulate the buckling and post-buckling behavior of thin-walled structures, via the use of finite element analysis, and hence determine conservative estimates of the ultimate compressive load. The finite element program, ANSYS (academic version 13.0) was used in this study. This report is a continuation of previous studies under the same name, and documents the design procedure that was developed as well as new improvements made to it. To validate the robustness of the design procedure, specimens of three different cross sections were tested in this study, namely the lipped-ended channel, the rack channel (RA) and the rack channel with additional lip stiffeners (RL). The results obtained were checked against experimental data and led to the development of design procedures for the RA and RL channels, and the revision of design procedures for the lipped-ended channel. Bachelor of Engineering (Mechanical Engineering) 2011-06-08T08:19:07Z 2011-06-08T08:19:07Z 2011 2011 Final Year Project (FYP) http://hdl.handle.net/10356/45060 en Nanyang Technological University 174 p. application/pdf
spellingShingle DRNTU::Engineering::Mechanical engineering::Mechanics and dynamics
Zhong, Mingxuan.
Finite element analysis on post-buckling of thin-walled structures using ANSYS
title Finite element analysis on post-buckling of thin-walled structures using ANSYS
title_full Finite element analysis on post-buckling of thin-walled structures using ANSYS
title_fullStr Finite element analysis on post-buckling of thin-walled structures using ANSYS
title_full_unstemmed Finite element analysis on post-buckling of thin-walled structures using ANSYS
title_short Finite element analysis on post-buckling of thin-walled structures using ANSYS
title_sort finite element analysis on post buckling of thin walled structures using ansys
topic DRNTU::Engineering::Mechanical engineering::Mechanics and dynamics
url http://hdl.handle.net/10356/45060
work_keys_str_mv AT zhongmingxuan finiteelementanalysisonpostbucklingofthinwalledstructuresusingansys