黄小华. 基于有限元法的混凝土拱坝应力应变分析研究[J]. 黄河水利职业技术学院学报, 2019, 31(3): 17-21. DOI: 10.13681/j.cnki.cn41-1282/tv.2019.03.004
    引用本文: 黄小华. 基于有限元法的混凝土拱坝应力应变分析研究[J]. 黄河水利职业技术学院学报, 2019, 31(3): 17-21. DOI: 10.13681/j.cnki.cn41-1282/tv.2019.03.004
    Huang Xiaohua. Research on Concrete Arched Dam Stress-strain Analysis Based on Finite Element Method[J]. Journal of Yellow River Conservancy Technical Institute, 2019, 31(3): 17-21. DOI: 10.13681/j.cnki.cn41-1282/tv.2019.03.004
    Citation: Huang Xiaohua. Research on Concrete Arched Dam Stress-strain Analysis Based on Finite Element Method[J]. Journal of Yellow River Conservancy Technical Institute, 2019, 31(3): 17-21. DOI: 10.13681/j.cnki.cn41-1282/tv.2019.03.004

    基于有限元法的混凝土拱坝应力应变分析研究

    Research on Concrete Arched Dam Stress-strain Analysis Based on Finite Element Method

    • 摘要: 为进一步分析绿泉水库工程拱坝的稳定性,采用三维8 结点等参单元有限元程序分析了拱坝在“正常蓄水位+温降”“设计洪水位+温升”“死水位+温降”“正常蓄水位+温升”“空库+温降”5 种荷载组合下的应力变形规律。计算结果表明,坝体应力、位移分布合理,符合拱坝应力和变形的一般规律,满足设计要求。

       

      Abstract: In order to further analyze the stability of the Lvquan reservoir project arch dam, the 3-D 8-node finite element program is used to analyze the stress deformation law under five working conditions:normal pool level+temperature drop, design flood level+temperature rise, fixed pool level+temperature drop, normal pool level+temperature rise, empty reservoir+temperature drop. The calculation shows that the distribution of stress and displacement is reasonable, which conforms to the general law of stress and deformation of arch dam and meets the design requirements.

       

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