Experimental study on GFRP pipes under axial compression

被引：0
|
作者：
Qian, Peng [1 ]
Feng, Peng [1 ]
Ye, Lieping [1 ]
机构：
[1] Tsinghua Univ, MOE Key Lab Struct Engn & Vibrat, Beijing 100084, Peoples R China
来源：
FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING | 2008年 / 2卷 / 01期
基金：
中国国家自然科学基金;
关键词：
stability; buckling; corrosion resistance; longspan structure; light-weight structure;
D O I：
10.1007/s11709-008-0013
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Fiber reinforced polymer (FRP) is suitable for structures in corrosive environment and long-span lightweight structures due to its high-strength, light-weight, and anti-corrosive qualities. The behavior of pultruded glass fiber reinforced polymer (GFRP) pipes, which are the members of long-span lattice structures, under axial compression was investigated by tests. Short GFRP pipes were first tested to determine the basic mechanical properties. Then the stability of long GFRP pipes was studied by axially compressive tests in four groups with different slenderness ratios, twelve specimens totally. Based on the results of the tests and literature, the formula of the buckling load of composite pipes under axially compressive load was presented based on Perry formula. It can well predict the buckling failure load GFRP pipe under axial compression.
引用
收藏
页码：73 / 78
页数：6
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