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平面钢框架结构的几何与材料非线性分析
引用本文:舒兴平 沈蒲生. 平面钢框架结构的几何与材料非线性分析[J]. 湖南大学学报(自然科学版), 1993, 20(4): 97-103
作者姓名:舒兴平 沈蒲生
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 弹塑性 大变形 非线性

Geometrical and Material Nonlinear Analysis of Plane Steel Frames
Shu Xingping Shen Pusheng. Geometrical and Material Nonlinear Analysis of Plane Steel Frames[J]. Journal of Hunan University(Naturnal Science), 1993, 20(4): 97-103
Authors:Shu Xingping Shen Pusheng
Affiliation:Department of Civil Engineering
Abstract:A nonlinear analysis metchod, based on nonlinear continuum mehanics and stress-resultant yield surface plastic flow rule,is successfully applied to the large deformation elasto-plastic analysis of the ultimate strength of plane steel frames. 4 plane steel frames were tested. The comparison of the theoretical predictions with the experimental results verifies that the theoretical method derived in this paper has very high precision and efficiency.
Keywords:steel frame  elasto-plasticity  ultimate strength
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