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...
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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 |
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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.
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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 |
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