[1]曹国中,赵惠麟.单层球形网壳的弹性屈曲分析及其试验研究[J].东南大学学报(自然科学版),1988,18(1):39-48.[doi:10.3969/j.issn.1001-0505.1988.01.005]
 Chao Guozhong Zhao Huilin (Department of Civil Engineering).The Theoretical and Experimental Studies of Elastic Buckling of Single Layer Sphere Grids Shell[J].Journal of Southeast University (Natural Science Edition),1988,18(1):39-48.[doi:10.3969/j.issn.1001-0505.1988.01.005]
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单层球形网壳的弹性屈曲分析及其试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
18
期数:
1988年第1期
页码:
39-48
栏目:
本刊信息
出版日期:
1988-01-20

文章信息/Info

Title:
The Theoretical and Experimental Studies of Elastic Buckling of Single Layer Sphere Grids Shell
作者:
曹国中赵惠麟
南京工学院土木工程系; 南京工学院土木工程系
Author(s):
Chao Guozhong Zhao Huilin (Department of Civil Engineering)
关键词:
单层球形网壳 弹性屈曲 牛顿-拉夫逊迭代法 切线刚度临界荷载
Keywords:
single layer sphere grids shell elastic bucklying Newton-Raphson iteration method tangent stiffness critical load
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1988.01.005
摘要:
本文对单层球形网壳的弹性屈曲进行了理论分析及结构模型试验。结合结构大位移问题的特点,编制了结构稳定分析的有限元程序,用该程序对一单层球形网壳进行了分析计算,对比试验结果表明所用理论是可靠的,所编程序是有效的。本文对所用理论作了评述,并提出了今后研究的方向。
Abstract:
This paper presents the theoretical and model experimental studies of elastic buckling of single layer sphere grids shell.A finite element method program of elastic buckling of the structure was finished with consideration of large displacement behaviour.The analysis of the model structure was made by use of the program.The analysis results show that the analysis theory is reliable and the program is resultful. This paper has discussed this analysis theory and showed the further research direction.
更新日期/Last Update: 2013-04-30