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Volume 41 Issue 6
Dec.  2014
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Article Contents
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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  • [2] Yee A A. Structural and Economic Benefits of Precast /?Prestressed Concrete Construction [J]. PCI Journal,2001,46(3):34-42.
    Yee A A. Social and Environmental Benefits of Precast Concrete?Technology [J]. PCI Journal,2001,46(3):14-19.
    [3] PCI Industry Handbook Committee. PCI Design Handbook:?Precast and Prestressed Concrete [S].6thed. Chicago: PCI,2004.
    [4] Cao L, Naito C . Design of Precast Diaphragm Chord Connections?for In-Plane Tension Demands[J]. ASCE, Journal of Structural?Engineers,2007,133(11):1627-1635.
    [5] Cao L, Naito C . Precast Concrete Double-tee Connections, part 2: Shear Behavior[J]. PCI Journal,2009(2):97-115.
    [6] Pincheira J A, Oliva M G, W Zheng. Behavior of Double-Tee?Flange Connectors Subjected to In-Plane Monotonic and Reversed?Cyclic Loads[J]. PCI Journal,2005(6):2-24.
    [7] 庞瑞,梁书亭,朱筱俊.预制混凝土双 T 板楼盖应用与研究综述[J].工业建筑,2011,41(3):121-126.
    [8] 庞瑞,梁书亭,朱筱俊.新型全预制装配式 RC 楼盖平面内力学特征研究[J].特种结构,2010,27(1):30-35.
    [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.
    [12] Zheng W, Oliva M O. A Practical Method to Estimate Elastic?Deformation of Precast Pretopped Double-Tee Diaphragms[J]. PCI Journal,2005,50(2):44-45.
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