抛物面
屈曲
对角线的
结构工程
刚度
张力(地质)
壳体(结构)
材料科学
曲率
垂直的
临界载荷
几何学
数学
曲面(拓扑)
压缩(物理)
工程类
复合材料
出处
期刊:Journal of the Engineering Mechanics Division
[American Society of Civil Engineers]
日期:1966-02-01
卷期号:92 (1): 121-142
被引量:4
标识
DOI:10.1061/jmcea3.0000707
摘要
This experimental investigation covers the buckling behavior under uniform vertical load of a right square hyperbolic paraboloid. Results are secured by observation of the behavior of small scale plastic models fabricated from polyvinyl chloride. The study focuses on defining the form buckling takes in the hyperbolic paraboloid and the influence of edge member properties on the magnitude of the shell buckling load and the ultimate load. Results indicate buckling may be identified by a knee in the load-deflection curve of points on the shell surface. Geometric imperfections are shown to affect the magnitude of the buckling load. A significant conclusion of these experiments is that the initiation of shell buckling is mainly dependent on axial stiffness of the edge members. Finally, strain gage readings and observation of loaded shells indicate the formation of a tension field along the direction of the tension diagonal in the post-buckling region.
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