DocumentCode
2820462
Title
Based on different loading areas of steel structure framework simulation research of fire resistance performance
Author
Wang, Nan ; Chen, Ling ; Fu, He
Author_Institution
Tianjin Key Lab. for Control Theor. & Applic. in Complicated Syst., Tianjin Univ. of Technol., Tianjin, China
fYear
2011
fDate
15-17 July 2011
Firstpage
6371
Lastpage
6374
Abstract
Based on finite element analysis software ANSYS, a company warehouse properties of door type steel frame structure has been studied under the action of fire. Taking the whole structure as research object, the paper used beam element and shell element to simulate the column, prime beam, second beam and concrete slab in the structure respectively. When linking the slab and the beam by beam connection and linking the column and the beam by pin connection at the same time, the influences of the whole structure have been considered based on different areas affected by fire. The results of analysis draw three conclusions. Firstly, large-span and strong constraints beam of structure and column-beam joint are the adverse regions affected by fire. Secondly, the column which bears multiple components is the weak link of steel structure. Finally, it is the temperature gradient in the direction of slab thickness that plays a crucial role in the ability of the overall fire resistance of steel structure.
Keywords
beams (structures); doors; finite element analysis; flameproofing; shells (structures); slabs; steel; structural engineering; ANSYS; beam connection; column-beam joint; company warehouse properties; concrete slab; door type steel frame structure; finite element analysis software; fire resistance performance; loading areas; pin connection; shell element; Educational institutions; Finite element methods; Fires; Joining processes; Resistance; Slabs; Steel; fire protection design; fire resistance analysis; steel structure;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5988499
Filename
5988499
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