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基于ANSYS的粘钢加固钢筋混凝土梁的应力分析
引用本文:钟伟,耿纪恩,黄慧峰.基于ANSYS的粘钢加固钢筋混凝土梁的应力分析[J].水利与建筑工程学报,2009,7(1).
作者姓名:钟伟  耿纪恩  黄慧峰
作者单位:1. 长江大学,城市建设学院,湖北,荆州,434023
2. 湖北沙隆达股份有限公司,湖北,荆州,434001
摘    要:建立了钢筋混凝土粘贴钢板一次受力的有限元分析模型,模拟粘钢加固钢筋混凝土梁从开始受力到屈服阶段的钢筋、钢板受力情况,分析了整个过程中钢板和钢筋的应力变化及粘钢加固钢板两端的剪切应力。

关 键 词:加固  钢筋混凝土梁  有限元  剪切应力

Stress Analysis on Strenthening Reinforced Concrete Beam with Adhered Steel Based on ANSYS
ZHONG Wei,GENG Ji-en,HUANG Hui-feng.Stress Analysis on Strenthening Reinforced Concrete Beam with Adhered Steel Based on ANSYS[J].Journal of Water Resources Architectural Engineering,2009,7(1).
Authors:ZHONG Wei  GENG Ji-en  HUANG Hui-feng
Affiliation:1.College of Urban Construction;Yangtze River University;Jingzhou;Hubei 434023;China;2.Shalongda Co.;Ltd.of Hubei;Hubei 434001;China
Abstract:The finite element model for reinforced concrete bonding steel plate is established.The stressing conditions of the steel bars and steel plate of the reinforced concrete beam with bonding steel are simulated from the beginning to yield phase,and the stress changes of the steel plate and reinforcement in the entire process are analyzed,as well as the shear stress on both ends of the steel plate.
Keywords:strengthening  reinforced concrete beam  finite element  shear stress  
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