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    郑勇刚

    • 教授     博士生导师   硕士生导师
    • 主要任职:力学与航空航天学院副院长
    • 其他任职:工程力学系副主任(分管本科生、研究生培养)
    • 性别:男
    • 毕业院校:大连理工大学
    • 学位:博士
    • 所在单位:力学与航空航天学院
    • 学科:工程力学. 计算力学. 生物与纳米力学
    • 办公地点:一号综合实验楼620B房间
    • 电子邮箱:zhengyg@dlut.edu.cn

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    Improved convected particle domain interpolation method for coupled dynamic analysis of fully saturated porous media involving large deformation

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    论文类型:期刊论文

    发表时间:2013-04-15

    发表刊物:COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING

    收录刊物:SCIE、EI

    卷号:257

    页面范围:150-163

    ISSN号:0045-7825

    关键字:Saturated porous media; Convected particle domain interpolation; Dynamic analysis; Dynamic contact; Large deformation

    摘要:Based on the u-p form governing equations and the convected particle domain interpolation technique, the improved convected particle domain interpolation based material point method (CCPDI) is developed in this paper for the coupled dynamic and contact analysis of fully saturated porous media involving large deformation. The numerical artifact noises due to material points crossing computational grid boundaries that usually occur in large deformation are eliminated by using the smoother interpolation functions presented in the convected particle domain interpolation technique. The discrete equations are derived in the framework of the generalized interpolation material point method. The boundary load tracking algorithm and a modified contact algorithm are proposed based on the definition of particle domains to apply accurately the surface loads on the motive boundaries and to capture correctly the contact time/behaviors in large deformation problems, respectively. Simulations of several representative one- and two-dimensional problems are presented to demonstrate the accuracy and effectiveness of the proposed methods. Compared to those obtained by using the coupling material point method and/or finite element method, the simulation results illustrate that the proposed CCPDI method can be successfully used in simulating the large deformation coupled dynamic responses of the solid skeleton and fluid phase in fully saturated porous media and the large deformation impact between solid and saturated porous bodies. (C) 2013 Elsevier B.V. All rights reserved.