Temperature Field Analysis of Steel Reinforced Concrete Column in Fire
2013 ◽
Vol 351-352
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pp. 615-618
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Keyword(s):
In order to analyze the mechanical properties of the remaining carrying capacity of steel reinforced concrete columns after exposure to fire, full preparations must be needed. In this paper, the numerical simulation of the temperature field of steel reinforced concrete column section was being adopted the finite element analysis software MSC.MARC to analyze. Temperature distribution law of the column cross-section in the case of uneven fire was obtained. There has a nice agreement between calculation and original test data which created the conditions for high temperature and high temperature performance analysis for SRC columns
2013 ◽
Vol 351-352
◽
pp. 359-362
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2013 ◽
Vol 351-352
◽
pp. 401-405
2014 ◽
Vol 1015
◽
pp. 219-222
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2011 ◽
Vol 243-249
◽
pp. 691-694
2019 ◽
Vol 9
(1)
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pp. 1955-1958
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Hemisphere-Shaped Iron Joint between PHC Pile and Steel Reinforced Concrete Column. Part I: Analysis
2013 ◽
Vol 470
◽
pp. 958-961