首页 | 本学科首页   官方微博 | 高级检索  
     

钢绞线网-复合砂浆加固钢筋混凝土梁的受弯性能
引用本文:刘鸣, 刘伯权, 邢国华. 钢绞线网-复合砂浆加固钢筋混凝土梁的受弯性能[J]. 交通运输工程学报, 2011, 11(4): 10-16. doi: 10.19818/j.cnki.1671-1637.2011.04.002
作者姓名:刘鸣  刘伯权  邢国华
作者单位:长安大学 建筑工程学院, 陕西 西安 710061
基金项目:National Natural Science Foundation of China(51078037); Specialized Research Fund for the Doctoral Program of Higher Education of China(20090205120008); Natural Science Foundation of Shaanxi Province(2010J M7002)
摘    要:分析了钢绞线网-复合砂浆加固钢筋混凝土梁的荷载-挠度曲线, 研究了加固层与本体梁界面的粘结机理。将钢筋混凝土梁的受力性能分为未裂阶段、裂缝阶段和破坏阶段, 在平截面假定的基础上, 建立了高强钢绞线网-复合砂浆加固梁的截面弯矩-跨中挠度分析模型。采用换算截面法对加固梁在集中荷载作用下的抗弯性能进行全过程受力分析, 并通过10根加固梁的试验数据对模型进行验证。分析结果表明: 截面屈服弯矩和极限弯矩试验值与模型计算值的平均比值分别为1.027、1.094, 屈服跨中挠度和极限跨中挠度试验值与模型计算值的平均比值分别为1.286、0.918, 因此, 截面弯矩-跨中挠度模型可行。

关 键 词:桥梁工程   高强钢绞线网   加固技术   截面弯矩-跨中挠度分析模型   换算截面法   抗弯性能
收稿时间:2011-02-22

Flexural performance of RC beam strengthened with highstrength steel wire mesh and polymer mortar overlay
LIU Ming, LIU Bo-quan, XING Guo-hua. Flexural performance of RC beam strengthened with highstrength steel wire mesh and polymer mortar overlay[J]. Journal of Traffic and Transportation Engineering, 2011, 11(4): 10-16. doi: 10.19818/j.cnki.1671-1637.2011.04.002
Authors:LIU Ming  LIU Bo-quan  XING Guo-hua
Affiliation:School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China
Abstract:The load-deflection curves of RC beam strengthened with high-strength steel wire mesh and polymer mortar overlay were analyzed,and the bond mechanism between concrete surface and polymer mortar was studied.The overall flexural behaviour of strengthened beam could be divided into precracking stage,cracking stage and failing stage,and an analysis model of section moment and mid-span deflection for RC beam was developed based on plane assumption.The overall flexural behaviour of strengthened beam subjected to ...
Keywords:bridge engineering  high-strength steel wire mesh  strengthened technique  analysis model of section moment and mid-span deflection  transformed section method  flexural behavior  
本文献已被 CNKI 等数据库收录!
点击此处可从《交通运输工程学报》浏览原始摘要信息
点击此处可从《交通运输工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号