| 钢绞线网-复合砂浆加固钢筋混凝土梁的受弯性能 |
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| 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(4):10-16. |
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| 作者姓名： | 刘鸣 刘伯权 邢国华 |
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| 作者单位： | 长安大学建筑工程学院; |
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| 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) |
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| 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...
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| 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 |
Flexural performance of RC beam strengthened with highstrength steel wire mesh and polymer mortar overlay |
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| 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(4):10-16. |
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| Authors: | LIU Ming LIU Bo-quan XING Guo-hua |
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| Institution: | LIU Ming,LIU Bo-quan,XING Guo-hua(School of Civil Engineering,Chang'an University,Xi'an 710061,Shaanxi,China) |
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| 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 ... |
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| Keywords: | bridge engineering high-strength steel wire mesh strengthened technique analysis model of section moment and mid-span deflection transformed section method flexural behavior |
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