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《World Earthquake Engineering》 2014-01
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Study on failure of anchorage at beam-end strengthened by chemical bonded rebars

LIU Yingli;TAO Lixing;JIANG Tiezhu;XU Fuquan;College of Civil and Architectural Engineering,Hebei United University;China Nuclear Power Engineering Co. Ltd. Hebei Branch;Tangshan Mingjia Architectural Design Consulting Co. ,Ltd.;China Academy of Building Research;  
This article firstly designs four specimens,including a contratest specimen and three chemical anchorage reinforcement specimens which reinforcing the beam ends in different ways and then applies low-cycle reciprocal load to the four specimens. The article analyzes the anchor failure performance of the anchorage specimens by test phenomena and data. The results show that the chemical anchorage can meet the component single drawing to components yield without any break down. With the increasing of the loading level and the cycles number,the parts of the anchor bars would be pulled out.
【CateGory Index】: TU37
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