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再生混凝土U型叠合梁抗剪性能

Shear Behavior of Recycled Concrete U-shaped Composite Beams

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【作者】 肖建庄朱永明王璞瑾高歌

【Author】 XIAO Jian-zhuang1,ZHU Yong-ming2,WANG Pu-jin1,GAO Ge1(1.Department of Building Engineering,Tongji University,Shanghai 200092,China; 2.Shanghai Urban Construction Materials Co.,Ltd.,Shanghai 200063,China)

【机构】 同济大学建筑工程系上海城建物资有限公司

【摘要】 通过3根再生混凝土U型叠合梁和1根再生混凝土整浇梁的抗剪性能对比试验,研究了U型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U型叠合梁的抗剪破坏形式和受力机理与整浇混凝土梁类似,再生混凝土U型叠合梁的抗剪承载力计算可参照整浇梁的抗剪承载力计算方法。

【Abstract】 The shear behavior of three recycled concrete U-shaped composite beams and one whole cast recycled concrete beam were tested and compared.Researches on the developments of cracks,failure modes and shear capacities of the U-shaped composited beams and whole cast beam were developed.The test results show that shear failure modes and mechanisms of recycled concrete U-shaped composite beams are similar to those of whole cast ordinary concrete beams.The calculation method of shear capacity of recycled concrete U-shaped composite beams can be referred to that of whole cast beams.

【基金】 “十一五”国家科技支撑计划项目(2010BAK69B28);国家自然科学基金项目(51178340)
  • 【文献出处】 建筑科学与工程学报 ,Journal of Architecture and Civil Engineering , 编辑部邮箱 ,2012年02期
  • 【分类号】TU375.1
  • 【被引频次】9
  • 【下载频次】316
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