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再生混凝土叠合梁抗剪性能试验
引用本文:肖建庄,徐亚玲,王璞瑾.再生混凝土叠合梁抗剪性能试验[J].混凝土,2012(5):118-122.
作者姓名:肖建庄  徐亚玲  王璞瑾
作者单位:同济大学土木工程学院建筑工程系;上海城建物资公司
基金项目:上海市科学技术委员会(10231202000)
摘    要:通过三根再生混凝土叠合梁和一根再生混凝土整浇梁的抗剪性能对比试验,研究了叠合梁和整浇梁的裂缝发展、破坏形式和抗剪承载力。试验结果表明:再生混凝土叠合梁的抗剪破坏形式和受力机理与整浇普通混凝土梁类似。取代率高的再生混凝土叠合梁抗剪承载力略低于取代率低的再生混凝土整浇梁。

关 键 词:再生混凝土  叠合梁  抗剪性能  破坏形式  数值分析

Test on the shear behavior of recycled concrete composite beams
XIAO Jian-zhuang,XU Ya-ling,WANG Pu-jin.Test on the shear behavior of recycled concrete composite beams[J].Concrete,2012(5):118-122.
Authors:XIAO Jian-zhuang  XU Ya-ling  WANG Pu-jin
Affiliation:1(1.Department of Architectural Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,China; 2.Shanghai Urban Construction Material Co.,Ltd.,Shanghai 200062,China)
Abstract:Tests on three recycled concrete composite beams and one whole cast recycled concrete beam shear performance and comparison were carried out.A study on crack development,failure modes and shear capacity of the beams was developed.The results showed that:recycled concrete composite beam shear failure modes and mechanisms were similar to those of the whole cast ordinary concrete beams.Shear strength of higher replacement ratio of recycled aggregate concrete composite beams were slightly lower than the lower ratio one.
Keywords:recycled aggregate concrete  composite beam  shear behavior  failure mode  numerical analysis
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