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基于ABAQUS的钢筋混凝土结构本构模型对比分析 被引量:12

Comparison Analysis of Constitutive Models of Reinforced Concrete Structures Based on ABAQUS
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摘要 阐述了钢筋混凝土的弹性和弹塑性损伤本构关系,采用ABAQUS软件对钢筋混凝土梁进行了弹性、弹塑性损伤分析,并对计算结果进行了对比研究,给出了ABAQUS软件中常用的混凝土弹性本构模型及弹塑性损伤本构模型的应用要点,验证了模型的有效性和实用性.可为钢筋混凝土结构的进一步分析提供参考. The elastic and elastoplastic damage constitutive relations for reinforced concretes were expounded.Using the ABAQUS software,the elastic and elastoplastic damage of the reinforced concrete beam was analyzed,and the results were compared.The key points of the elastic constitutive model of concretes and elastoplastic damage constitutive model were given in the ABAQUS software,and the models were verified effective and practical.It would provide a reference for the further analysis of reinforced concrete structures.
出处 《华北水利水电大学学报(自然科学版)》 2012年第A01期40-42,共3页 Journal of North China University of Water Resources and Electric Power:Natural Science Edition
基金 水利部公益性行业科研专项经费项目(201201080)
关键词 ABAQUS 钢筋混凝土 弹性 弹塑性 损伤塑性 本构关系 ABAQUS reinforced concrete elasticity elastoplasticity damage plasticity constitutive relations
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  • 1陈惠发.土木工程材料的本构方程[M].华中科技出版社,2001..
  • 2KUPFER H,HILSDORF H K,RUSCH H.Behavior of Concrete Under Biaxial Stresses[J].American Concrete Institute,1969,66(8):656-666.
  • 3过镇海.混凝土力学性能的试验研究[M].北京:清华大学出版社,1996.
  • 4韩海林.钢管混凝土结构[M].北京:科学出版社,2000.
  • 5见鲸,陆新征,叶列平.混凝土结构有限元分析[M].北京:清华大学出版社,2004.
  • 6AIN S C,KENNEDY J B,Yield criterion for reinforced concrete slabs[J].Journal of Structural Division,American Society of Civil Engineering,1974,100(3):631-644.
  • 7BRESLER R,SCORDELIS A C.Shear strength of reinforced concrete beams[J].Arerican Concrete Institute,1963,60(1):51-74.
  • 8姜锡权,张和平,方秦.从物理机制角度探讨描述混凝土本构的途径[J].岩石力学与工程学报,1999,18(4):484-486. 被引量:5
  • 9赵国藩,宋玉普,彭放,沈吉纳.混凝土在两压一拉加载下的变形和强度特性[J].大连理工大学学报,1991,31(5):579-584. 被引量:9
  • 10陆新征,江见鲸.考虑不同破坏模式的二维混凝土本构模型[J].土木工程学报,2003,36(11):70-74. 被引量:15

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