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钢筋混凝土受扭构件的粘钢加固补强研究
引用本文:杨云安,唐家祥.钢筋混凝土受扭构件的粘钢加固补强研究[J].水运工程,2004(3):110-114.
作者姓名:杨云安  唐家祥
作者单位:1. 中交第四航务工程勘察设计院,广东,广州,510230
2. 华中科技大学土木工程与力学学院,湖北,武汉,430074
摘    要:主要介绍钢筋混凝土受扭构件采用粘钢加固的一些理论分析与试验结果。从理论上分析了粘钢加固能够提高钢筋混凝土构件的受扭承载能力,并推导了受扭构件粘钢加固后的极限承载力的计算公式。在理论分析的基础上利用ANSYS有限元程序,以数值分析模拟了加固的受力、破坏全过程,并介绍了受扭构件的结构试验结果。综合理论分析、数值计算、结构试验可以得出粘钢加固能有效地提高构件的受扭极限承载能力的结论,推导了相应的计算公式。

关 键 词:钢筋混凝土受扭构件  粘钢加固  数值模拟  结构试验
文章编号:1002-4972(2004)03-0110-05
修稿时间:2004年1月15日

Study on Steel-adhering Strengthening of R.C.Components in Torsion
YANG Yun-an ,TANG Jia-xiang.Study on Steel-adhering Strengthening of R.C.Components in Torsion[J].Port & Waterway Engineering,2004(3):110-114.
Authors:YANG Yun-an  TANG Jia-xiang
Institution:YANG Yun-an 1,TANG Jia-xiang 2
Abstract:This paper mainly introduces some theory about steel-adhering strengthening of component in torsion.Firstly,this paper analyzes theoretically that the steel-adhering strengthening can improve the bearing capacity of concrete components in torsion,and deduces the calculation formulae of ultimate bearing capacity of member in torsion after strengthened by steel adhering.Then,based on the theoretical analysis and applying AN-SYS finite element program,it simulates the whole process of bearing and failure by numerical analysis.At last,it introduces the result of structural modeling and experiment.Based on the theoretical analysis,numerical calcula-tion and structural experiment,it is concluded that steel-adhering strengthening can improved the ultimate bear-ing capacity of members in torsion and relevant calculation formulae are deduced.
Keywords:R  C  component in torsion  steel-adhered strengthening  numerical simulation  structural ex-periment
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