PLASTIC ANALYSIS OF ROUND CONCRETE SLABS

Wang Chunwu

doi:10.13204/j.gyjz200512012

Volume 35 Issue 12

Dec. 2014

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Abstract

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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

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

Wang Chunwu

1.
School of Civil Engineering,Yangzhou University Yangzhou 225009

Received Date: 2004-12-20
Publish Date: 2005-12-20

Abstract

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.
- reinforced concrete,
- round slab,
- round slab with round hole,
- plastic analysis

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References(5)

References

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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