土木工程与建筑
.
2008, 30(10):
68-72.
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Anaylsis of Theoretical Model About Bonding Slide of Reinforcing BarsLUO Xiao-hui1,WEI Jun2,HE Li-hong3 (1.School of Civil Engingerring and Mechniacs,Huazhong University of Science & Technology,Wuhan 430074,China;2.School of Civil Engingerring and Architecture,Zhongnan University,Changsha 410083,China;3.Department of English,Wuhan Institute of Physical Education,Wuhan 430074,China)The bond strength on the interface between bar and concrete,which includes the chemical cement composite force,frictional stress and mechanical joining-up stress,is simplified as tow parts that are the initial bond stress and generalized frictional stress,respectively.The generalized frictional stress,which its characteristic is non-linear,is showed as bilinear.Because of anchorage length of bar being divided into elastic part and plastic part based on bond strength,the method of load transfer function and continuous condition of bar slipping are applied into creating bond-slip constitutive model.The calculation parameters of model equation,such as shearing deformation coefficient Cz,initial bond stress τ0 and rate of increase ξ of bond stress,are obtained with SPL fit.As compared with date of bar drawing test,the bond-slip constitutive model could well fit developing and distributing law of bond-strength.bond-strength;elastic and plastic;bond-slip constitutive model;parameter fit