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碳纤维布加固预应力混凝土空心板试验研究
引用本文:闫长旺,刘曙光,王刚,王玉清.碳纤维布加固预应力混凝土空心板试验研究[J].辽宁工程技术大学学报(自然科学版),2008,27(5).
作者姓名:闫长旺  刘曙光  王刚  王玉清
作者单位:1. 内蒙古工业大学矿业学院,内蒙古,呼和浩特,010062;大连理工大学,土木水利学院,辽宁,大连,116024
2. 内蒙古工业大学矿业学院,内蒙古,呼和浩特,010062
3. 大连理工大学,土木水利学院,辽宁,大连,116024
基金项目:内蒙古自然科学基金,内蒙古工业大学重点基金
摘    要:为研究碳纤维布加固预应力混凝土空心板在近似均布载荷作用下的受力性能和加固效果,通过8块按工程实际尺寸设计制作的预应力混凝土空心板试件,在近似均布载荷作用下的试验,研究不同的碳纤维布粘贴方式及粘贴数量,对碳纤维布加同预应力混凝土空心板受力性能和加固效果的影响:阐述了加固后试件承载力提高程度、裂缝开展情况,及载荷-应变、载荷-挠度的变化.试验结果表明:在近似均布载荷作用下,采用碳纤维布加固预应力混凝土空心板,可以有效提高承载力:40%~120%左右,加固效果明显.

关 键 词:碳纤维布  预应力混凝土空心板  受力性能  均布载荷

Experimental study on flexural behavior of pre-stressed RC hollow slab strengthened with CFRP
YAN Changwang,LIU Shuguang,WANG Gang,WANG Yuqing.Experimental study on flexural behavior of pre-stressed RC hollow slab strengthened with CFRP[J].Journal of Liaoning Technical University (Natural Science Edition),2008,27(5).
Authors:YAN Changwang  LIU Shuguang  WANG Gang  WANG Yuqing
Institution:YAN Changwang1,2,LIU Shuguang1,WANG Gang2,WANG Yuqing1(1.School of Mining , Technology,Inner Mongolia University of Technology,Huhhot 010062,China,2.School of Civil , Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China)
Abstract:The purpose of this paper is to focus on studying its flexural behavior under the uniformed load after the pre-stressed RC hollow slab is strengthened with CFRP.By the experimental method,eight actual-dimensioned hollow pre-stressed RC slabs are tested under the uniformed load in structural lab in order to analyze both flexural behavior and effects factored by bonding modes and strengthening quantities.The results show that its bearing capacity can be improved after the pre-stressed RC hollow slab is streng...
Keywords:CFRP  hollow pre-stressed RC slab  flexural behaviors  uniformed load  
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