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FRP加固混凝土短柱的抗压强度
引用本文:张嘉琪,黄鼎业,王溥.FRP加固混凝土短柱的抗压强度[J].建筑材料学报,2000,3(4):323-327.
作者姓名:张嘉琪  黄鼎业  王溥
作者单位:1. 同济大学 土木工程学院,上海 200092
2. 上海市建筑科学研究院,上海 200032
摘    要:鉴于用力学平衡方法推导纤维增强塑料(FRP)加固混凝土圆形短柱轴心受压强度公式时,不少实验中柱破坏时FRP未达极限应变,引入了FRP强度发挥系数k,对加固后强度理论值作出了修正,给出了FRP加固混凝土圆形短柱的抗压强度公式,并将文中理论值与Demers试验实测值进行了对比。

关 键 词:短柱  FRP  加固混凝土  抗压强度  轴心受压  极限应变  纤维增强塑料  力学平衡  理论值  强度理论
文章编号:1007-9629(2000)04-0323-05
修稿时间:2000年5月26日

Compressive Strength of Concrete Short Columns Strengthened with FRP
ZHANG Jia-qi,HUANG Ding-ye,WANG pu.Compressive Strength of Concrete Short Columns Strengthened with FRP[J].Journal of Building Materials,2000,3(4):323-327.
Authors:ZHANG Jia-qi  HUANG Ding-ye  WANG pu
Abstract:Based on mechanical equilibrium, a formula for calculating the compressive strengths of concrete short columns wrapped with fiber reinforced plastics (FRP) is deduced. The strains of FRP do not reach their limit while strengthened columns are damaged in many experimens. On account of the fact mentioned above, this study introduced an efficiency coefficient of fiber reinforced plastics, which revise the compressive strengths of strengthened columns, thus proposing a method for determining the compressive strengths of circular short columns wrapped with FRP. The theoretical results in this paper are compared with the test results obtained by Demers.
Keywords:fiber-reinforced plastics (FRP)  strengthening  compressive strength
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