ISSN 1000-6869 CN 11-1931/TU
Effect of preload level and shear-to-flexural capacity on debonding failure of CFRP-strengthened RC beams
ZHANG Aihui1,LI Guibing2,JIN Weiliang1(1.Engineering Structure Institute,Zhejiang University,Hangzhou 310027,China;2.Shandong Institute of Business and Technology,Yantai 264000,China)
Journal of Building Structures ›› 2007, Vol. 28 ›› Issue (S1) : 213-218.
Effect of preload level and shear-to-flexural capacity on debonding failure of CFRP-strengthened RC beams
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