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《Journal of Beijing University of Technology》 2011-03
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Elasto-plastic Stability Bearing Capacity Calculation for K8 Single-layer Reticulated Shells under Fire Conditions

BAI Yin1,SHI Yong-jiu2,WANG Yuan-qing2(1.School of Transportation Science and Engineering,Beijing University of Aeronautics and Astronautics,Beijing 100191,China;2.Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China)  
The elasticity modulus of steel will decrease with the rise of temperature due to fire,and it's much easier to have global buckling phenomenon for reticulated shells.In order to obtain elasto-plastic stability bearing capacity calculation method for signle-layer reticulated shells,FEA principles for calculating single-layer reticulated shells under fire conditions were discussed,and then,large numbers of numerical simulation models were established to give systematic analysis on the two typical cases which include global non-uniform temperature distribution and localized high temperature for K8 type shells.The calculation formula for calculating elasto-plastic bearing capacity for K8 single-layer reticulated shells is obtained.
【Fund】: 高校科技创新工程重大项目培育基金项目资助(704003);; 高等学校博士学科点专项科研基金项目(20091102120034)
【CateGory Index】: TU399
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