锚贴钢板加固钢筋混凝土梁抗弯性能研究  

A Review of the Flexural Behavior of RC Beam Strengthened with Bolted Side Steel Plate

作　　者：高剑平[1] 毕航[1] 徐嘉明 邓燕华[1] 

机构地区：[1]华东交通大学土木建筑学院,江西南昌330013

出　　处：《工程抗震与加固改造》2012年第6期120-124,共5页Earthquake Resistant Engineering and Retrofitting

摘　　要：锚贴钢板加固法作为一种新兴的加固技术,国内外仅有少量文献报道这方面的试验和理论研究。本文总结了锚贴钢板加固钢筋混凝土梁抗弯性能与设计计算方法研究的进展,分析了影响加固梁抗弯破坏的主要因素,指出目前研究中存在的不足,提出今后应重点解决的问题,供同类研究参考。As a new kind of strengthening technology,strengthening RC beam with bolted steel plate is reported seldom home and abroad.The progress of the flexural behavior and design method of RC beams strengthened with bolted side steel plates is summarized,and factors influencing the failure behavior of strengthened beams are analyzed,finally some problems existing in the current research are pointed out,which can be used for peer＇s reference.

关 键 词：钢筋混凝土梁 加固 锚贴钢板 抗弯性能 

分 类 号：TU375.1[建筑科学—结构工程]