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Volume 35 Issue 12
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2005  >  35(12): 40-42
Wang Chunwu. PLASTIC ANALYSIS OF ROUND CONCRETE SLABS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 40-42. doi: 10.13204/j.gyjz200512012
Citation: Wang Chunwu. PLASTIC ANALYSIS OF ROUND CONCRETE SLABS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 40-42. doi: 10.13204/j.gyjz200512012
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PLASTIC ANALYSIS OF ROUND CONCRETE SLABS

doi: 10.13204/j.gyjz200512012
  • 1.

    School of Civil Engineering,Yangzhou University Yangzhou 225009

  • Received Date: 2004-12-20
  • Publish Date: 2005-12-20
    Abstract
  • The ultimate bearing capacity of round reinforced concrete slabs and slabs with opening is studied based upon the plastic theory, which may be a reference for actual structural design.
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    • References(5)
  • GB 50010-2002 混凝土结构设计规范
    [2] 00G101 混凝土结构施工平面整体表示方法制图规则和构造详图.中国建筑标准设计研究所
    [3] Park R,Gamble W L,Reinforced Concrete Slabs.New York:A Wiley-Intersience Publication.Copyright:1980.274～403
    [4] Hughes B P.Limit State Theory for Reinforced Concrete Design (Third edition),London:Pitmam Publishing Limted.1980.1～41,349～425
    [5] 刘建新,王红伟.开洞钢筋混凝土板极限承载力的塑性简化分析.工业建筑,2002,32(5):32～34
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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