Pan Han-ming, Guo Yan-lin, Liang Shuo, Liang Wei-sheng, Pei Sheng-xing, Wang Le-wen. STABILITY ANALYSIS OF THE LARGE SIZED THIN WALLED TUBES MEMBERS SUBJECTED TO BENDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 88-90. doi: 10.13204/j.gyjz200711024
Citation:
Pan Han-ming, Guo Yan-lin, Liang Shuo, Liang Wei-sheng, Pei Sheng-xing, Wang Le-wen. STABILITY ANALYSIS OF THE LARGE SIZED THIN WALLED TUBES MEMBERS SUBJECTED TO BENDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 88-90. doi: 10.13204/j.gyjz200711024
Pan Han-ming, Guo Yan-lin, Liang Shuo, Liang Wei-sheng, Pei Sheng-xing, Wang Le-wen. STABILITY ANALYSIS OF THE LARGE SIZED THIN WALLED TUBES MEMBERS SUBJECTED TO BENDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 88-90. doi: 10.13204/j.gyjz200711024
Citation:
Pan Han-ming, Guo Yan-lin, Liang Shuo, Liang Wei-sheng, Pei Sheng-xing, Wang Le-wen. STABILITY ANALYSIS OF THE LARGE SIZED THIN WALLED TUBES MEMBERS SUBJECTED TO BENDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 88-90. doi: 10.13204/j.gyjz200711024
The forced behavior of large sized thin walled tubes members subjected to bending is analyzed by nonlinear finite element.The influence of several factors on stability capacity of these members subjected to bending is taken into account. Thus according to correlative design standard of steel structures, and on the basis of numerical results by the F.E. methods, the calculation formulas of the stability bearing capacity are presented for the members subjected to bending.
Chen Wai F, ASCE M, David A Ross.Test of Fabricated TubularColumns.J.of the Struct.Div, ASCE, 1977, 103( ST3): 619-634
GB 50017-2003钢结构设计规范
ECCS.Technical committee 8 Structural Stability Technical Working Group 8Stability of Shells: Buckling of Steel Shells European Recommendations.The Hong Kong Polytechnic University Library, 1988