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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].空间结构,2001,7(3):47-51.
作者姓名:郑云  徐国彬  黄国辉
作者单位:北方交通大学,北京,100044
摘    要:本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,得出无波纹拱结构的稳定承载力远高于波纹拱壳结构这一有用结论。

关 键 词:拱壳  几何非线性  有限元  稳定承载力
文章编号:1006-6578(2001)03-0047-05
修稿时间:2000年7月16日

BEHAVIOR OF ARCH-SHELL STRUCTURES WITH NON-CORRUGATED THIN-WALLED SECTION
ZHENG Yun,XU Guo bin,HUANG Guo hui.BEHAVIOR OF ARCH-SHELL STRUCTURES WITH NON-CORRUGATED THIN-WALLED SECTION[J].Spatial Structures,2001,7(3):47-51.
Authors:ZHENG Yun  XU Guo bin  HUANG Guo hui
Abstract:A series of 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. It has been shown that the stability carrying capacity of the non corrugating arch shell structure is higher than that of the corrugating arch shell structure.
Keywords:arch  shell  geometric nonlinear finite element  stability  carrying capacity
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