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圆板中摩尔—库仑准则的弯矩表达 被引量:3

AN EXPRESSION OF MOMENT IN MOHR-COULOMB CRITERION FOR CIRCULAR PLATES
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摘要 在结构塑性极限分析中常使用以内力表示的塑性条件。针对圆板,本文给出了在考虑应变软化(岩土类材料)时以弯矩表示的摩尔—库仓准则。该准则可应用于岩石,混凝土等材料构成的圆板的极限承载能力分析。 Expressions denoted with internal forces arc often used in the limit analysis in plastic stage. In this paper, the author proposes to use a moment expression of Mohr-Coulomb in the case of limit analysis of circular plates in plastic stage. This proposal is useful in the analysis of load carrying capacity of circular plates composed of rock or concrete.
机构地区 清华大学
出处 《上海力学》 CSCD 1995年第2期158-163,共6页 Chinese Quarterly Mechanics
关键词 圆板 摩尔-库仓准则 极限分析 工程塑性力学 Circular plates, Mohr-Coulomb criterion, Plastic stage, Limit analysis.
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同被引文献27

  • 1冯剑军,张俊彦,张平,谭援强,韩利芬.在复杂应力状态下厚壁圆筒的极限分析[J].工程力学,2004,21(5):188-192. 被引量:7
  • 2王祥秋,杨林德,高文华.基于双剪统一强度理论的条形地基承载力计算[J].土木工程学报,2006,39(1):79-82. 被引量:18
  • 3罗战友,夏建中,龚晓南.不同拉压模量及软化特性材料的球形孔扩张问题的统一解[J].工程力学,2006,23(4):22-27. 被引量:18
  • 4MA G W, IWASAKI H. Unified plastic limit analysis of circular plates under arbitrary load [J]. Journal of Applied Mechanics, 1999, 66(2) :2-9.
  • 5GHORASHI M. Limit analysis of circular plates subjected to arbitrary rotational symmetric loadings [ J ]. International Journal of Mechanical Sciences, 1994, 36 (2) :87-94.
  • 6GHORASHI M, DANESHPAZHOOH M. Limit analysis of variable thickness circular plates [J ]. Computers and Structures, 2001,79 : 461-468.
  • 7ARYANPOUR M, GHORASHI M. Load carrying capacity of circular andannular plates using an arbitrary yield criterion[J]. Computers and Tructures, 2002,80 : 1757-1762.
  • 8Mehrdaad Ghorashi, Mitra Daneshpazhooh. Limit analysis of variable thickness circular plates [J]. Computers and Structures, 2001, 79(4): 461-468.
  • 9Aryanpour M, Ghorashi M. Load carrying capacity of circular and annular plates using an arbitrary yield criterion [J]. Computers and Structures, 2002, 80(23): 1757-1762.
  • 10Ma Guowei, Hao H, Iwasaki S. Unified plastic limit analysis of circular plates under arbitrary load [J]. Journal of Applied Mechanics. ASME, 1999, 66(2): 2-9.

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