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    王刚

    • 副教授       硕士生导师
    • 性别:男
    • 毕业院校:大连理工大学
    • 学位:博士
    • 所在单位:水利工程系
    • 学科:水利水电工程
    • 办公地点:综合实验3号楼325室
    • 联系方式:手机:13842613979
    • 电子邮箱:gwang@dlut.edu.cn

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    突变理论在某重力坝建基面失稳判据中的应用研究

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    发表时间:2015-01-01

    发表刊物:水力发电

    期号:3

    页面范围:45-48

    ISSN号:0559-9342

    摘要:The rationality of catastrophe criteria of displacement, plastic zone area and plastic strain energy for gravity dam along foundation interface are compared, and the calculation results of three catastrophic models of fold, cusp and swallowtail for a project case are compared and the applicability of these models are also analyzed. The calculation method of catastrophic criteria based on ideal elastic-plastic finite element is proposed. The calculation results show that the catastrophe criteria of plastic zone size or plastic strain are more reasonable than displacement catastrophe criterion, the cusp and swallowtail catastrophic models have higher precision than the fold model, and the calculation amount of cusp catastrophic model is much smaller than swallowtail model and the cusp catastrophic model is more reasonable and effective tool to study gravity dam instability along foundation surface.

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