摘要
外贴FRP以提高混凝土结构抗弯承载力的加固技术的有效性在很大程度上取决于混凝土梁与FRP板之间的界面行为,这也是过去很多研究的重点。特别是针对FRP加固混凝土梁粘结层剪应力提出了很多解析解,但是这些研究很少适用于不对称荷载情形。该文运用最小余能原理得到了FRP加固简支混凝土梁粘结层剪应力分布的解析公式。此公式不仅适用于对称荷载作用的情形,还适用于两端支座处作用不等弯矩这种荷载情形。通过与已有结果进行比较,验证了该文方法的正确性。
The use of externally bonded fiber reinforced polymer(FRP)laminates for the flexural strengthening of concrete structures is a technique that has become very popular.The effectiveness of this technique hinges heavily on the performance of the bond between the strengthening plate and the substrate,which has been the subject of many existing studies.In particular,the interfacial shear stress between a beam and a soffit plate has been addressed by numerous analytical investigations.Surprisingly,few of these investigations has examined the interfacial shear stress for beams under asymmetrical loads.This paper presents an explicit solution for interfacial shear stress in a simply supported beam bonded with a thin plate using minimum excess principle.The beam can be subjected to a uniform distributed load and unequal moments at both ends.The analytical solution is verified by comparing its predictions with those available in the literature.
作者
刘兴喜
徐荣桥
LIU Xing-xi;XU Rong-qiao(College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, Zhejiang 310058, China)
出处
《工程力学》
EI
CSCD
北大核心
2019年第B06期149-153,共5页
Engineering Mechanics
基金
国家自然科学基金项目(51478422)
关键词
加固
FRP
混凝土梁
最小余能原理
粘结层剪应力
strengthening
FRP
RC beams
minimum excess principle
interfacial shear stress
