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开口薄壁结构弯扭屈曲能量原理的有限变形理论分析
引用本文:舒兴平,王世纪.开口薄壁结构弯扭屈曲能量原理的有限变形理论分析[J].湖南农业大学学报(自然科学版),1991,18(3).
作者姓名:舒兴平  王世纪
作者单位:湖南大学土木工程系,湖南大学土木工程系
摘    要:

关 键 词:钢结构  开口薄壁结构  弯扭  屈曲

Analysis of the Energy Principle of Torsional-Flexural Buckling of Thin-walled Open Cross Section Member by the Finite Deformation Theory
Shu Xingping Wang Shiji.Analysis of the Energy Principle of Torsional-Flexural Buckling of Thin-walled Open Cross Section Member by the Finite Deformation Theory[J].Journal of Hunan Agricultural University,1991,18(3).
Authors:Shu Xingping Wang Shiji
Institution:Department of Civil Engineering
Abstract:The formulas of the total potential energy of arbitrary thin- walled open cross section member counting in the geometric non-linear factors is deduced. The deductions are based on the most general finite deformation theory and the two assumptions that"the
Keywords:steel structure  buckling  non-linear theories/torsional-flexural buckling  thin-walled open cross section member  finite deformation
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