周海霞, 党媛媛, 邢精连. 基于三维实体模型的南京板桥河闸受力分析[J]. 黄河水利职业技术学院学报, 2019, 31(1): 15-20. DOI: 10.13681/j.cnki.cn41-1282/tv.2019.01.004
    引用本文: 周海霞, 党媛媛, 邢精连. 基于三维实体模型的南京板桥河闸受力分析[J]. 黄河水利职业技术学院学报, 2019, 31(1): 15-20. DOI: 10.13681/j.cnki.cn41-1282/tv.2019.01.004
    Zhou Haixia, Dang Yuanyuan, Xing Jinglian. Stress Analysis of Nanjing Banqiao River Sluice Based on 3D Solid Model[J]. Journal of Yellow River Conservancy Technical Institute, 2019, 31(1): 15-20. DOI: 10.13681/j.cnki.cn41-1282/tv.2019.01.004
    Citation: Zhou Haixia, Dang Yuanyuan, Xing Jinglian. Stress Analysis of Nanjing Banqiao River Sluice Based on 3D Solid Model[J]. Journal of Yellow River Conservancy Technical Institute, 2019, 31(1): 15-20. DOI: 10.13681/j.cnki.cn41-1282/tv.2019.01.004

    基于三维实体模型的南京板桥河闸受力分析

    Stress Analysis of Nanjing Banqiao River Sluice Based on 3D Solid Model

    • 摘要: 为了加大南京板桥河闸的行洪能力,确保其在规划洪水标准条件下满足行洪要求,在原址对该闸进行了扩建。应用Inventor软件建立板桥河闸的三维计算模型,并调用ANSYS有限元软件,分析了各闸门的受力情况及其主梁和纵梁的应力和位移变化。

       

      Abstract: In order to improve the flood discharge capacity of Banqiao river sluice and ensure that the flood discharge requirements of Banqiao river sluice meet the standard flood planning conditions,the original site of the sluice is expanded.The 3D calculation model of Banqiao river sluice is established by Inventor software.The stress and displacement distribution values of main girder and longitudinal girder of each sluice are calculated by ANSYS finite element software.The rationality of the design of the expanded Banqiao river sluice is evaluated.

       

    /

    返回文章
    返回