Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
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Pang Rui, Liang Shuting, Zhu Xiaojun, Wu Chuanchuan, Meng Yao. EFFECT OF DETAILED FORMATIONS ON THE PLANE SHEAR MECHANICAL PROPERTY OF HAIRPIN CONNECTORS IN PRECAST RC FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 79-83. doi: 10.13204/j.gyjz201106017
Citation: Pang Rui, Liang Shuting, Zhu Xiaojun, Wu Chuanchuan, Meng Yao. EFFECT OF DETAILED FORMATIONS ON THE PLANE SHEAR MECHANICAL PROPERTY OF HAIRPIN CONNECTORS IN PRECAST RC FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 79-83. doi: 10.13204/j.gyjz201106017

EFFECT OF DETAILED FORMATIONS ON THE PLANE SHEAR MECHANICAL PROPERTY OF HAIRPIN CONNECTORS IN PRECAST RC FLOOR SLABS

doi: 10.13204/j.gyjz201106017
  • Received Date: 2010-12-08
  • Publish Date: 2011-06-20
  • The detailed formations of precast floor slab connectors have significant effect on its shear capacity, but there is no such specific provision on it at present.The effects of detailed formations on the shear strength, stiffness and deformation capacity of hairpin connectors(HPC) are studied, through numerical simulation analysis of it under in-plane shear force.The imbedded depth(d), slug length(h), steel plate thickness(t)and its stickout(s)are taken as parameters.On the basis of analysis, the recommendations on formation details of HPC are proposed for design and construction.
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    [9] American Concrete Institute (ACI) Committee 318. Building?Code Requirements for Structural Concrete (ACI318-05) and?Commentary[S]. Farmington Hills, MI: ACI.2005
    [10] 孟瑶,梁书亭,朱筱俊,等.预制装配式双 T 板楼盖翼缘连接件抗剪承载力分析[J].建筑技术,2010,40(S1):213-217.
    [11] Martin L D, Perry C J. PCI Design Handbook: Precast and?Prestressed Concrete[M].6thed. PCI:2004.
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