基于ABAQUS的弹塑性本构关系模型开发

下载PDF

导出

摘要根据塑性力学基本公式的谱分解形式,采用回映算法编制用户材料子程序,数值计算结果表明算法有效。

作者邱伟民

机构地区同济大学土木工程学院建筑工程系

出处《低温建筑技术》 2016年第6期47-49,共3页 Low Temperature Architecture Technology

关键词塑性力学线性塑性硬化谱分解回映算法数值一致切线刚度

参考文献4

1陈惠发.弹塑性力学[M].北京:中国建筑工业出版社,2004.
2Simo J C,Taylor R L.A return mapping algorithm for plane stress elastoplasticity[J].International Journal for Numerical Methods in Engineering,1986,22:649-670.
3Lee J,Fenves G L.A Return-mapping algorithm for plasticdamage models:3-D and plane stress formulation[J].International Journal for Numerical Methods in Engineering,2001,50:487-506.
4吴建营,李杰.混凝土弹塑性损伤本构模型研究 Ⅱ:数值计算和试验验证[J].土木工程学报,2005,38(9):21-27. 被引量：35

1李杰,吴建营.混凝土弹塑性损伤本构模型研究 Ⅰ:基本公式[J].土木工程学报,2005,38(9):14-20. 被引量：102
2Zienkiewicz O C, Tylor R. The Finite Element Method [M].5^th edition, Butterworth-Heinemann, Oxford, 2000.
3Chen W F. Constitutive equations for engineering materials-Plasticity and modeling [M], Vol. 2, Elsevier, Amsterdam, 1994.
4Simo J C, Hughes T J R. Computational Inelasticity [M],Springer-Verlag, New York, 1998.
5Ju J W. On energy-based coupled elastoplastic damage theories: Constitutive modeling and computational aspects [J]. International Journal of Solids Structures, 1989, 25 (7) : 803 -833.
6Belytschko T, Liu W K, Moran B. Nonlinear Finite Elements for Continua and Structures [M]. John Wiley and Sons, New York, 2000.
7Lee J, Fenves G L. Plastic-damage model for cyclic loading of concrete structures [ J]. ASCE, Journal of Engineering Mechanics, 1998, 124:892-900.
8Faria R, Oliver J, Cervera M. 2000. On isotropic scalar damage models for the numerical analysis of concrete structures[A]. CIMNE Monograph, No. 198, Barcelona, Spain.
9Gopalaratnam V S, Shah S P. Softening response of plain concrete in direct tension [J]. ACI Jmtmal, 1985, 82 (3) : 310- 323.
10Karsan I D, Jorsa J O. Behavior of concrete under compressive loadings [ J ], Journal of Structureal Division, ASCE,1969, 95 (12) : 2535 - 2563.

低温建筑技术

2016年第6期

内容加载中请稍等...