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混凝土随机损伤本构关系--单轴受压分析
引用本文:李杰,卢朝辉,张其云.混凝土随机损伤本构关系--单轴受压分析[J].同济大学学报(自然科学版),2003,31(5):505-509.
作者姓名:李杰  卢朝辉  张其云
作者单位:同济大学,建筑工程系,上海,200092
基金项目:国家杰出青年科学基金资助项目 ( 5 982 5 10 5 )
摘    要:在混凝土受拉随机损伤本构关系研究基础上 ,进一步研究了混凝土单轴受压随机损伤本构关系 .通过考虑混凝土内部各组项的影响 ,建立了混凝土单轴受压损伤机理模型 .通过引入混凝土细观单元受拉破坏应变分布随机场 ,根据混凝土破坏过程的能量守恒原理 ,导出了混凝土受压破坏的随机损伤本构方程 .将导出的理论结果与试验研究进行了对比 ,效果良好 .

关 键 词:混凝土  本构关系  随机损伤
文章编号:0253-374X(2003)05-0505-05
修稿时间:2002年6月4日

Study on Stochastic Damage Constitutive Law for Concrete Material Subjected to Uniaxial Compressive Stress
LI Jie,LU Zhao hui,ZHANG Qi yun.Study on Stochastic Damage Constitutive Law for Concrete Material Subjected to Uniaxial Compressive Stress[J].Journal of Tongji University(Natural Science),2003,31(5):505-509.
Authors:LI Jie  LU Zhao hui  ZHANG Qi yun
Abstract:Based on the study of the stochastic damage constitutive of concrete material subjected to uniaxial tensile stress,this paper studies further the stochastic damage constitutive of concrete material subjected to uniaxial compressive stress.The mechanic model of concrete material subjected to uniaxial compressive stress is established by considering the effect of each composition in the concrete material.Through the introduction of the failure strain stochastic field of concrete material subjected to uniaxial tensile stress,and in the light of the energy conservation during the process of damage failure,the stochastic damage constitutive equation of concrete material subjected to uniaxial compressive stress is derived.In order to testify the validity of the model,the calculated result is compared with the experiment data.It is shown that the model fits well with the experiment data.
Keywords:concrete  constitutive law  stochastic damage
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