CORC  > 厦门大学  > 建筑土木-已发表论文
Three dimensional efficient meshfree simulation of large deformation failure evolution in soil medium
Wang, DD ; Li, ZY ; Li, L ; Wu, YC ; Wang DD(王东东)
刊名http://dx.doi.org/10.1007/s11431-010-4287-7
2011-03
关键词CONFORMING NODAL INTEGRATION KERNEL PARTICLE METHODS FORMULATION DAMAGE PLATE
英文摘要National Natural Science Foundation of China [10972188, 10602049]; China Education Ministry [NCET-09-0678]; Fundamental Research Funds for the Central Universities of China [2010121073]; An efficient Galerkin meshfree formulation for three dimensional simulation of large deformation failure evolution in soils is presented. This formulation utilizes the stabilized conforming nodal integration, where for the purpose of stability and efficiency a Lagrangian smoothing strain at nodal point is constructed and thereafter the internal energy is evaluated nodally. This formulation ensures the linear exactness, efficiency and spatial stability in a unified manner and it makes the conventional Galerkin meshfree method affordable for three dimensional simulation. The three dimensional implementation of stabilized conforming nodal integration is discussed in details. To model the failure evolution in soil medium a coupled elasto-plastic damage model is used and an objective stress integration algorithm in combination of elasto-damage predictor and plastic corrector method is employed for stress update. Two typical numerical examples are shown to demonstrate the effectiveness of the present method for modeling large deformation soil failure.
语种英语
内容类型期刊论文
源URL[http://dspace.xmu.edu.cn/handle/2288/64819]  
专题建筑土木-已发表论文
推荐引用方式
GB/T 7714
Wang, DD,Li, ZY,Li, L,et al. Three dimensional efficient meshfree simulation of large deformation failure evolution in soil medium[J]. http://dx.doi.org/10.1007/s11431-010-4287-7,2011.
APA Wang, DD,Li, ZY,Li, L,Wu, YC,&王东东.(2011).Three dimensional efficient meshfree simulation of large deformation failure evolution in soil medium.http://dx.doi.org/10.1007/s11431-010-4287-7.
MLA Wang, DD,et al."Three dimensional efficient meshfree simulation of large deformation failure evolution in soil medium".http://dx.doi.org/10.1007/s11431-010-4287-7 (2011).
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