GAO Zhihua, ZHAO Zhao, HOU Yingjie, CHAI Shaobo. ANALYSIS OF FIRE RESISTANCE LIMIT OF JOINTS OF STEEL FRAMES BASED ON ELEMENT-FREE GALERKIN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 122-126. doi: 10.13204/j.gyjzG20051211
Citation:
GAO Zhihua, ZHAO Zhao, HOU Yingjie, CHAI Shaobo. ANALYSIS OF FIRE RESISTANCE LIMIT OF JOINTS OF STEEL FRAMES BASED ON ELEMENT-FREE GALERKIN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 122-126. doi: 10.13204/j.gyjzG20051211
GAO Zhihua, ZHAO Zhao, HOU Yingjie, CHAI Shaobo. ANALYSIS OF FIRE RESISTANCE LIMIT OF JOINTS OF STEEL FRAMES BASED ON ELEMENT-FREE GALERKIN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 122-126. doi: 10.13204/j.gyjzG20051211
Citation:
GAO Zhihua, ZHAO Zhao, HOU Yingjie, CHAI Shaobo. ANALYSIS OF FIRE RESISTANCE LIMIT OF JOINTS OF STEEL FRAMES BASED ON ELEMENT-FREE GALERKIN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 122-126. doi: 10.13204/j.gyjzG20051211
By using the theory of element-free Galerkin method based on orthogonal basis function, a program for solving the coupled thermo-elastic-plastic discrete equation of transient temperature field and elastic-plastic stress field was compiled by MATLAB, and it was applied to the nonlinear analysis of fire test of columns in steel frame.The temperature change process at the temperature measurement points and the changing trend of rotation angle with temperature were analyzed. By comparing the analytical results with the numerical analysis results and the field measured data, the applicability and superiority of this method were verified, which could provide a new reference for the research of steel frames at high temperatures.
WANG Y C, DAI X H, BAILEY C G.An Experimental Study of Relative Structural Fire Behaviour and Robustness of Different Types of Steel Joint in Restrained Steel Frames[J].Journal of Constructional Steel Research, 2011, 67(7):1149-1163.
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