Experimental study on bending behavior of the wood beams in historic building with CFRP sheets
Through the trisection loading test on two hundred-year-old wood beams reinforced with single-layer and double-layer CFRP sheets along the bottoms, the reinforcement effect of CFRP on the bending behavior of the wood beams with corrosion damage has been analyzed, and the influence of the number of the CFRP layers on the reinforcement has been researched, thus obtaining the bending behavior of the wood beams reinforced with CFRP and the influence of the defect of the wood beams with the reinforcement.
Wood beams CFRP Reinforcement
Naiqing Meng Chuanli Deng zhenwengjia Ding Bin Jia
Department of Engineering,Tibet University,Lhasa,850000,Tibet,China Department of Civil Engineering and Architecture,Southwest University of Science and Technology,Mian
国际会议
上海
英文
963-966
2012-10-19(万方平台首次上网日期,不代表论文的发表时间)