+高级检索
桥梁固定式防撞钢套箱能力曲线的解析计算方法
DOI:
作者:
作者单位:

作者简介:

通讯作者:

基金项目:


Analytical Method for Estimating Anti-collision Capacity Curve of Fix-typed Steel Fenders of Bridge Structures
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
    摘要:

    基于船-船碰撞解析研究,分析了钢套箱竖向外板、横肋、竖桁等构件的变形机理与破坏模式,讨论了钢套箱在不同撞击位置下的撞击力差异. 结果表明:由于钢套箱与船舶舷侧结构的尺寸差异,其横竖桁排布密、间距小,使得撞击点处相邻构件能够很快参与受力,不同撞击位置下的撞击力差异并不显著. 结合不同外形船艏撞击下的钢套箱受力情形,建立了典型的碰撞场景模型,提出了同时适用于带球艏船舶、楔形艏船舶撞击下的钢套箱抗撞性能的解析计算方法. 采用提出的解析计算方法,计算了固定式钢套箱在不同外形船舶撞击下的撞击力-撞深曲线,通过与精细有限元分析结果对比表明:解析计算方法的结果与精细有限元分析结果较好地吻合,证明了解析方法的有效性.

    Abstract:

    In this context, based on the analytical methodology of the ship-ship collision, the deformation mechanisms and failure modes of structural members in steel fenders (e.g., outer plate, transverse, and vertical ribs) were investigated. The characteristics of impact forces under different impact locations were carefully discussed. The analysis results indicate that the adjacent members at the impact location could work cooperatively at the same time because of the close arrangement and the small space inside the steel fender, and the differences of impact forces under various impact positions would be not significant. Based on the resistance characteristics of steel fenders under difference bow shapes, the typical collision scenarios were defined. Accordingly, the analytical method was developed to estimate the anti-collision performance of steel fenders, which is suitable for both ship vessels with a bulbous bow and those with a raked bow. The impact force versus crush depth curves of the fixed-type steel fenders were obtained by using the proposed analytical method for different ship impacts. The analytical results were compared with those obtained from the finite element analysis. The results show that the analytical results are in good agreement with the finite element results, indicating the rationality of the analytical method developed in this study.

    参考文献
    相似文献
    引证文献
文章指标
  • PDF下载次数:
  • HTML阅读次数:
  • 摘要点击次数:
  • 引用次数:
引用本文

樊伟?覮,张泽文,申东杰,孙洋.桥梁固定式防撞钢套箱能力曲线的解析计算方法[J].湖南大学学报:自然科学版,2020,47(11):17~28

复制
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2020-11-23
  • 出版日期:
作者稿件一经被我刊录用,如无特别声明,即视作同意授予我刊论文整体的全部复制传播的权利,包括但不限于复制权、发行权、信息网络传播权、广播权、表演权、翻译权、汇编权、改编权等著作使用权转让给我刊,我刊有权根据工作需要,允许合作的数据库、新媒体平台及其他数字平台进行数字传播和国际传播等。特此声明。
关闭