饱和和非饱和介质的弹塑性损伤模型  

AN ELASTO-PLASTIC DAMAGE MODEL FOR SATURATED AND UNSATURATED GEOMATERIALS

作　　者：杨松岩[1] 俞茂宏[2] 范寿昌[1] 

机构地区：[1]新加坡南洋理工大学土木与结构工程学院,新加坡639798 [2]西安交通大学建筑工程与力学学院,西安710049

出　　处：《力学学报》2000年第2期198-206,共9页Chinese Journal of Theoretical and Applied Mechanics

基　　金：国家自然科学基金!59779028

摘　　要：针对饱和和非饱和工程材料变形和强度特点，给出了一个具体的弹塑性损伤本构方程，该本构方程可以描述材料性质的劣化过程（即损伤和软化）以及饱和程度对材料变形强度特性的影响．此外，还讨论了该弹塑性损伤本构方程的有限元实施方法，编制了专用的有限元程序．对常规三轴试件进行了有限元分析。In this paper, geomaterials are viewed as multiphase porous media consisting of solid, liquid and gas phases. Emphasis is put on the simulation of the degradation and softening properties of geomaterials as a whole where all phases participate in the deformation. An elastoplastic damage model is proposed in the frame of the Theory of Mixtures. The feature of this model is to using the superimposed continuum model to simulate heterogeneous and non-uniform geomaterials. Through the adoption of fraction parameter m^D, the progressive failure and softening properties are recorded as the result of mass redistribution among different solid phases. Similarly, the partial saturation properties are represssed by the relative mass Content of each liquid and gas phase and the interchange among them. Thus makes the damage model possible to consider the influence of the existence of pore fluid and the degree of panal saturation. Besides, finite element implementation is also discussed and a specific-purpose finite element program is worked out. As an example, analyses are conducted to simulate the progressive failure and softening properties of a conventional triaxial partial-saturated specimen.

关 键 词：工程材料 损伤 软件 弹塑性损伤本构模型 

分 类 号：TB321.01[一般工业技术—材料科学与工程]