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单层铝合金球面网壳的几何非线性稳定分析
引用本文:王红,袁兵,李丽娟,唐石丁. 单层铝合金球面网壳的几何非线性稳定分析[J]. 广东工业大学学报, 2003, 20(3): 1-4,13
作者姓名:王红  袁兵  李丽娟  唐石丁
作者单位:广东工业大学,建设学院,广东,广州,510643;中国有色金属工业广东公司,广东,广州,510080
基金项目:广东省自然科学基金(990148),广东教育厅自然科学重点项目资助(200027),广东工业大学青年基金(022035)
摘    要:对单层球面网壳进行了几何非线性稳定分析,利用一般空间梁单元的有限元分析,采用特征值屈曲分析预测结构的理论屈曲强度,再以弧长法对结构变形进行全过程跟踪分析,求得极限临界荷载.本文详细分析了40m跨度施威德勒型铝合金网壳在不同荷载作用下的稳定性,以及不同支承条件、不同失跨比对稳定性的影响.

关 键 词:单层球面网壳  有限元  稳定分析
文章编号:1007-7162(2003)03-0001-04

Analysis of Nonlinear Stability of Single Alluminium Alloy Layer Latticed Domes
WANG Hong,YUAN Bing,LI Li-juan,TANG Shi-ding Faculty of Construction,Guangdong University of Technology,Guangzhou ,China Guangdong Corporation of China Coloured Metal Industry,Guangzhou ,China. Analysis of Nonlinear Stability of Single Alluminium Alloy Layer Latticed Domes[J]. Journal of Guangdong University of Technology, 2003, 20(3): 1-4,13
Authors:WANG Hong  YUAN Bing  LI Li-juan  TANG Shi-ding Faculty of Construction  Guangdong University of Technology  Guangzhou   China Guangdong Corporation of China Coloured Metal Industry  Guangzhou   China
Affiliation:WANG Hong,YUAN Bing,LI Li-juan,TANG Shi-ding Faculty of Construction,Guangdong University of Technology,Guangzhou 510643,China Guangdong Corporation of China Coloured Metal Industry,Guangzhou 510080,China
Abstract:An analysis of nonlinear stability of single layer latticed domes has heen carried out based on fi-nite element analysis space beam element. Eigenvalue Buckling method is used to predict the theory buck-ling strength of construct and to obtain the buckling mode. Through arch-length method, the complete-process analysis of construct displacement is studied and the critical load obtained. The stability of singlealluminium alloy layer latticed domes under different loads and constrans is studied in details.
Keywords:single layer latticed domes  FEM  stability
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