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无波纹拱壳结构极限承载力研究
引用本文:郑云,徐国彬,黄国辉. 无波纹拱壳结构极限承载力研究[J]. 钢结构, 2001, 16(3): 58-60
作者姓名:郑云  徐国彬  黄国辉
作者单位:北方交通大学
摘    要:通过对波纹拱壳结构和无波纹拱壳结构进行理论分析和几何非线性有限元计算,得出无波纹拱壳结构的稳定承载力远高于波纹拱壳结构这一结论。

关 键 词:拱壳  几何非线性有限元  稳定承载力
修稿时间:2000-11-24

RESEARCH ON ULTIMATE BEARING CAPACITY OF NON-CORRUGATING ARCH-SHELL STRUCTURE
Zheng Yun,Xu Guobin,Huang Guohui. RESEARCH ON ULTIMATE BEARING CAPACITY OF NON-CORRUGATING ARCH-SHELL STRUCTURE[J]. Steel Construction, 2001, 16(3): 58-60
Authors:Zheng Yun  Xu Guobin  Huang Guohui
Affiliation:Northern Jiaotong University Beijing 100044
Abstract:A series of the theoretic analyses and geometric nonlinear finite element calculations of the corrugating arch-shell structure and the non-corrugating arch-shell structure are presented in the paper. A beneficial conclusion that the stability carrying capacity of the non-corrugating arch-shell structure is higher than that of the corrugating arch-shell structure is made.
Keywords:arch-shell geometric nonlinear finite element stability carrying capacity
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