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Volume 41 Issue 10
Dec.  2014
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Article Contents
Liang Shuting, Pang Rui, Zhu Xiaojun, Meng Yao. EFFECT OF DETAILED FORMATIONS ON THE MECHANICAL PROPERTY OF HAIRPIN CONNECTORS IN PRECAST RC FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 59-63. doi: 10.13204/j.gyjz201110015
Citation: Liang Shuting, Pang Rui, Zhu Xiaojun, Meng Yao. EFFECT OF DETAILED FORMATIONS ON THE MECHANICAL PROPERTY OF HAIRPIN CONNECTORS IN PRECAST RC FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 59-63. doi: 10.13204/j.gyjz201110015

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

doi: 10.13204/j.gyjz201110015
  • Received Date: 2011-12-13
  • Publish Date: 2011-10-20
  • The detailed formations of precast floor slab connectors have significant effect on its axial capacity, butthere is no such specific provision on it at present. The effects of detailed formations on the in-plane tension(compression) strength, stiffness and deformation capacity of hairpin connectors (HPC) are studied, throughnumerical simulation analysis of it under in-plane tension (compression) force. The slug length (h) , steel platethickness (t) and its stickout (s) are taken as parameters. On the basis of analysis, the recommendations onformation details of HPC are proposed for design and construction.
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  • Yee A A.Social and Environmental Benefits of Precast Concrete Technology [J].PCI Journal,2001,46(3):14-19.
    [2] Yee A A.Structural and Economic Benefits of Precast /Prestressed Concrete Construction [J]. PCI Journal,2001,46(3):34-42.
    [3] PCI Industry Handbook Committee. PCI Design Handbook:Precast and Prestressed Concrete [S].
    [4] International Conference of Building Officials.Uniform Building Code.Whittier,CA: International Conference of Building Officials,1997[S].
    [5] 侯雪岩,骆万康.装配式钢筋混凝土楼盖在水平荷载往复作用下的变形性能[J].重庆建筑工程学院学报,1986,8(2):36-51.
    [6] Zheng W,Oliva M G.A Practical Method to Estimate Elastic Deformation of Precast Pretopped Double-Tee Diaphragms[J].PCI Journal 2005,50(2):44-55.
    [7] 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.
    [8] 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.
    [9] 庞瑞,梁书亭,朱筱俊.国外预制混凝土双T 板楼盖体系的研究[J].工业建筑,2011,41(3):121-126.
    [10] 梁书亭,庞瑞,朱筱俊.全预制装配式钢筋混凝土楼盖体系[P].中国: 200910263394[2010-06-30].
    [11] American Concrete Institute (ACI) Committee 318.Building Code Requirements for Structural Concrete (ACI318-05) and Commentary (ACI318R-05) [S].Farmington Hills,MI: ACI,2005.
    [12] 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,录用待刊.
    [13] 庞瑞,梁书亭,朱筱俊,等.细部构造对预制RC 楼板发卡式连接件面内抗剪性能的影响[J].工业建筑,2011,41 (6):79 -83.
    [14] Zheng W.Analytical Method for Assessment of Shear Capacity Demand for Untopped Precast Double-Tee Diaphragms Joined by Mechanical Connectors [D].Madison,WI: University of Wisconsin-Madison,2001.
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