Constitutive Theory of Plasticity Coupled with Orthotropic Damage for Geomaterials

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A FRACTURE-ENERGY-BASED ELASTO-SOFTENING-PLASTIC CONSTITUTIVE MODEL FOR JOINTS OF GEOMATERIALS

On the basis of plasticity and fracture mechanics for quasi-brittle materials , this article presented a constitutive model for gradual softening behavior of joints of geomateri-als . Corresponding numerical tests are carried out at the local level. Characteristics of the model proposed are 1) plastic softening and dilatancy behavior are directly related to the fracture process of joint, and much less material and model parameters are required compared with those proposed by references ; 2) the process of decohesion coupled with friction-al sliding at both micro-scale and macro-scale is described.     

用于应变局部化行为分析的弹塑性损伤耦合本构研究

在已有的损伤塑性耦合本构模型基础上,进行了本构意义上的参数辨识,对不同参数取值时的材料行为进行了数值模拟,并对损伤演化律提出了改进措施．应用改进了的模型,在结构意义上进行了数值检验,模拟了简单试件拉伸时的变形局部化．数值结果表明这一理论模型有更好的数值稳定性,能较为准确地模拟金属韧性断裂的变形局部化现象．     

梯度增强的弹塑性损伤非局部本构模型研究

简要介绍了几种主要的梯度增强非局部模型．基于“能量耗散梯度依赖”原则,在连续介质热力学框架内推导了梯度增强损伤与塑性耦合的本构关系,同时给出了一个基于塑性的损伤模型的梯度依赖本构的具体形式．在数值计算方面,结合移动最小二乘法和泰勒级数展开方法,建立了损伤场（有限元高斯积分点上）的Laplace值的近似求解格式,分别给出了二维和三维情况下的相关公式．给出的二维的韧性断裂的梯度依赖损伤塑性的数值应用,表明了格式的有效性和实用性．还讨论了内部长度的意义及取值问题．     

Investigation on gradient-dependent nonlocal constitutive models for elasto-plasticity coupled with damage

IntroductionIntheframeworkofconventionalplasticity ,materialinstabilityisoneoftheprincipalfactorsthatresultinginthestrainlocalizationphenomenon .Byusingtheterminology‘homogenized’ ,itisreferredtothefactthatinitialflawsandboundaryconditionsnecessarilyinduceanon_homogeneousstressstateinaspecimenduringtesting .Inparticularintheprocessofprogressivefailure ,theflawsandlocalstressconcentrationwillcausestronglyinhomogeneousdeformationofthespecimen[1,2 ].Asthedeformation_inducedfracture/damagephenom…