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锈蚀钢筋混凝土梁的结构性能退化
引用本文:袁迎曙,余索.锈蚀钢筋混凝土梁的结构性能退化[J].建筑结构学报,1997,18(4):51-57.
作者姓名:袁迎曙  余索
作者单位:中国矿业大学!徐州,221008,中国矿业大学!徐州,221008
摘    要:本文对锈蚀钢筋混凝土简支架进行了试验研究,其试验结果表明梁的承载能力和延性有明显退化现象,其破坏形态向脆性破坏转化。利用钢筋混凝土结构有限元方法和钢筋与粘结性能的退化数学模型,对不同锈蚀量的钢筋混凝土梁进行了分析,并对锈蚀钢筋混凝土梁的结构性能退化机理进行了研究。

关 键 词:钢筋混凝土梁  结构性能  退化机理  锈蚀  有限元分析  
收稿时间:1997-08-05
修稿时间:1997-08-05

Deterioration of Structural Behavior in Corroded Reinforced Concrete Beam
Yuan Yingshu,Yu Suo.Deterioration of Structural Behavior in Corroded Reinforced Concrete Beam[J].Journal of Building Structures,1997,18(4):51-57.
Authors:Yuan Yingshu  Yu Suo
Affiliation:Yuan Yingshu,Yu Suo (China Mining University,Xuzhou)
Abstract:Corroded reinforced concrete beam tests have been carried out to study the influence of rein-forcing bar corrosion on the deterioration of structural behavior in beams. Test results show that the deteioration of the bearing capacity and ductility of beam are obvious and the failure mode of the beam turns to brittle failures. The beams at different corrosion levels have been analyzed using the finite elememt method, the influence of corrosion on mechanical behavior of steel bar and bond being also analyzed. Furthermore, the mechanism of deterioration of the structural behavior has been studied from test and analytical results as well.
Keywords:corrosion  reinforced concrete beam  finite element analysis  structural properties  deterioration mechanism  
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