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CFRP约束轴压预压混凝土棱柱体的应力研究
引用本文:曹志强,马卫华,柳丽霞,李素娟,华玉.CFRP约束轴压预压混凝土棱柱体的应力研究[J].混凝土,2009(7).
作者姓名:曹志强  马卫华  柳丽霞  李素娟  华玉
作者单位:唐山学院,河北,唐山,063000
基金项目:河北省科技厅科学技术研究与发展指导计划 
摘    要:通过CFRP约束预压混凝土棱柱体的轴压试验,研究了在不同预压力下的CFRP加固预压混凝土棱柱体试件与CFRP加固未预压混凝土棱柱体试件,测得CFRP加固后的极限应力值,并与混凝土棱柱体试件的应力值进行了对比分析,分析了CFRP加固混凝土棱柱体的破坏特征,为实际工程的加固提供了试验依据.

关 键 词:预压混凝土  棱柱体  轴压比  应力

Stress study on preloaded concrete prism restrained by CFRP under uniaxial loading
CAO Zhi-qiang,MA Wei-hua,LIU Li-xia,LI Su-juan,HUA Yu.Stress study on preloaded concrete prism restrained by CFRP under uniaxial loading[J].Concrete,2009(7).
Authors:CAO Zhi-qiang  MA Wei-hua  LIU Li-xia  LI Su-juan  HUA Yu
Affiliation:Tangshan College;Tangshan 063000;China
Abstract:Through the test of 42 prisms under axial compression,the ultimate stress of CFRP restrained concrete with different preloading is tested,then compared it with nonpreloaded samples.The main aspects of the research includes the performances contrast on experimental study of CFRP-confined preloaded concrete prismy against unpreloaded or unpreloaded confined by CFRP.The character of breakage about concrete prismy confined by CFRP is analyzed,and provides the experiments normally for actual engineering.
Keywords:CFRP  CFRP  preloaded concrete  prism  axial compression ratio  stress
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