有限元法在船闸闸首结构设计中的应用
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Application of FEM for structural design of lock head
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    摘要:

    规范算法在应用于船闸闸首的结构分析中,因未考虑地基材料非线性及三维结构的整体性对结构计算的影响,不能较真实地模拟闸首地基整体受力变形情况,进而影响到船闸结构设计。针对这些问题,本文以某大型船闸下闸首为例,建立闸首-地基三维有限元模型,考虑地基的材料非线性,地基模型采用邓肯-张的E-B模型,使用ABAQUS软件分析运行工况下闸首的应力分布规律及变形特点。结果表明,规范算法在船闸设计中总体安全富余度较大,但在闸门附近的边墩截面和边墩与底板交角处是偏不安全的。

    Abstract:

    Specification algorithm applied in calculating the lock head does not consider the impact of nonlinear foundation material and 3-D structure’s integrity to the structural calculation of the lock head,so it can’t simulate the real stress and deformation of the whole lock head and foundation,thus affect the structural design of lock heads.To counter the above problems,we establish a 3-D finite element model of the lock head-foundation by taking a large ship’s lock heads for example.Considering the foundation’s material nonlinearity,the foundation material model uses the Duncan-Chang’s E-B model.The large scale finite element analysis software ABAQUS is used to analyze the stress distribution and deformation characteristics under working conditions of the lock head.The results show that the canonical algorithm is generally conservative,but it is unsafe at the side pier’s cross-section near the gate and the edge of the pier and the bottom.

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苏 超,陈 鹏,邓西标.有限元法在船闸闸首结构设计中的应用[J].水运工程,2015(11):105-109.

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  • 在线发布日期: 2015-11-17
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