GFRP管混凝土组合柱轴压性能研究  

STUDY ON BEARING CAPACITY OF AXIALLY-LOADED GFRP TUBE COMPOSITE COLUMNS FILLED WITH CONCRETE

作　　者：秦国鹏[1] 王连广[1] 周乐[2] 

机构地区：[1]东北大学资源与土木工程学院,沈阳110004 [2]沈阳大学建筑工程学院,沈阳110044

出　　处：《工业建筑》2009年第10期72-75,共4页Industrial Construction

基　　金：国家教育部博士点基金项目(20050145012);辽宁省教育厅科技攻关项目(20060708)

摘　　要：为研究GFRP管混凝土组合柱的力学性能,对4根GFRP管混凝土组合柱进行轴压试验。通过编制程序,绘制应力-应变全过程曲线,并与有关文献试验数据进行比较,吻合较好。在此基础上,以GFRP管壁厚度、混凝土强度等因素为主要参数对构件轴压性能的影响进行比较。结果表明:组合柱截面应力随着GFRP管壁厚度增加而增加,随着混凝土强度的增加而增加。最后通过对数值计算结果的回归分析,得出实用的组合柱轴心受压承载力计算公式,理论计算结果与试验结果吻合良好。This paper presents the experimental research of 4 GFRP tube composite columns filled with concrete subjected to axial loading to study the mechanical properties of the composite columns. The analysis program is developed, which is used to calculate the section axial stress-strain curves. As compared with experimental data of corresponding documents, the results agree well with each other. The influences of GFRP tube thickness, strength of concrete of axial loading members are analyzed. The results indicate that the bearing capacity of composite columns increased with increasing thickness of GFRP tube, increased with increasing core concrete strength. Finally, through regressive analysis of the results of numerical calculation, a practical formula is created. The calculation results agree well with text results.

关 键 词：GFRP管 组合柱 轴心受压 计算公式 

分 类 号：TU398.9[建筑科学—结构工程]