A Study on Creep Buckling of Steel Columns in High Temperature Environment

碩士 === 國立成功大學 === 土木工程學系碩博士班 === 98 === To predict the behavior of steel structure under fire effect, the material properties is very important in the analysis in steel structure in high temperature environment. This study adopted the Vector Form Intrinsic Finite Element (VFIFE) method to investig...

Full description

Bibliographic Details
Main Authors: Wei-YiChen, 陳韋夷
Other Authors: Yaw-Jeng Chiou
Format: Others
Language:zh-TW
Published: 2010
Online Access:http://ndltd.ncl.edu.tw/handle/92269851232046802642
id ndltd-TW-098NCKU5015174
record_format oai_dc
spelling ndltd-TW-098NCKU50151742015-11-06T04:04:00Z http://ndltd.ncl.edu.tw/handle/92269851232046802642 A Study on Creep Buckling of Steel Columns in High Temperature Environment 鋼柱在高溫環境下之潛變挫屈研究 Wei-YiChen 陳韋夷 碩士 國立成功大學 土木工程學系碩博士班 98 To predict the behavior of steel structure under fire effect, the material properties is very important in the analysis in steel structure in high temperature environment. This study adopted the Vector Form Intrinsic Finite Element (VFIFE) method to investigate the nonlinear behavior of steel structures under heating and creep effects conditions, and establish the numerical analysis model of flat steel in high temperature environment. According to the numerical examples of related reference, we first confirm the applicability and accuracy of VFIFE . By using the modified VFIFE in previous mention, we study the creep Buckling of steel columns in high temperature environment with different load ratio, heating rate, slenderness ratio and boundary restraint condition as parameters of this study. Furthermore, we respectively compare the result with or without creep effect, to discuss the importance of creep effect in fire. Yaw-Jeng Chiou 邱耀正 2010 學位論文 ; thesis 82 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立成功大學 === 土木工程學系碩博士班 === 98 === To predict the behavior of steel structure under fire effect, the material properties is very important in the analysis in steel structure in high temperature environment. This study adopted the Vector Form Intrinsic Finite Element (VFIFE) method to investigate the nonlinear behavior of steel structures under heating and creep effects conditions, and establish the numerical analysis model of flat steel in high temperature environment. According to the numerical examples of related reference, we first confirm the applicability and accuracy of VFIFE . By using the modified VFIFE in previous mention, we study the creep Buckling of steel columns in high temperature environment with different load ratio, heating rate, slenderness ratio and boundary restraint condition as parameters of this study. Furthermore, we respectively compare the result with or without creep effect, to discuss the importance of creep effect in fire.
author2 Yaw-Jeng Chiou
author_facet Yaw-Jeng Chiou
Wei-YiChen
陳韋夷
author Wei-YiChen
陳韋夷
spellingShingle Wei-YiChen
陳韋夷
A Study on Creep Buckling of Steel Columns in High Temperature Environment
author_sort Wei-YiChen
title A Study on Creep Buckling of Steel Columns in High Temperature Environment
title_short A Study on Creep Buckling of Steel Columns in High Temperature Environment
title_full A Study on Creep Buckling of Steel Columns in High Temperature Environment
title_fullStr A Study on Creep Buckling of Steel Columns in High Temperature Environment
title_full_unstemmed A Study on Creep Buckling of Steel Columns in High Temperature Environment
title_sort study on creep buckling of steel columns in high temperature environment
publishDate 2010
url http://ndltd.ncl.edu.tw/handle/92269851232046802642
work_keys_str_mv AT weiyichen astudyoncreepbucklingofsteelcolumnsinhightemperatureenvironment
AT chénwéiyí astudyoncreepbucklingofsteelcolumnsinhightemperatureenvironment
AT weiyichen gāngzhùzàigāowēnhuánjìngxiàzhīqiánbiàncuòqūyánjiū
AT chénwéiyí gāngzhùzàigāowēnhuánjìngxiàzhīqiánbiàncuòqūyánjiū
AT weiyichen studyoncreepbucklingofsteelcolumnsinhightemperatureenvironment
AT chénwéiyí studyoncreepbucklingofsteelcolumnsinhightemperatureenvironment
_version_ 1718125654413672448