Buckling of GFRP pultruded columns

被引：0
|
作者：
Russo, S [1 ]
机构：
[1] Univ Architecture, Venice Inst, Venice, Italy
来源：
COMPOSITES IN CONSTRUCTION | 2001年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A theoretical and experimental study regarding the buckling of pultruded columns subjected to axial load is reported. The tests were carried out on wide flange ('H' shape) and narrow flange ('I'shape) pultruded structural profiles reinforced with glass fibers (GFRP). The aim of the research was to provide more detailed information on the effective buckling behavior, on the interaction between local and global buckling and on the type of failure, considering different slenderness ratio, lambda, from 9 to 195.
引用
收藏
页码：113 / 118
页数：6
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