首页 | 本学科首页   官方微博 | 高级检索  
     检索      

基于有限元法的柔性靠船桩设计分析
引用本文:陈良志,马小田,王婷婷.基于有限元法的柔性靠船桩设计分析[J].水运工程,2010(12).
作者姓名:陈良志  马小田  王婷婷
作者单位:中交第四航务工程勘察设计院有限公司,广东广州,510230
摘    要:选取广州港某扩建码头中使用的柔性靠船桩作为工程实例,采用P-Y曲线法,利用通用有限元软件ANSYS对柔性靠船桩进行受力分析;同时土体采用Mohr-Coulomb模型,利用有限差分软件FLAC建立实体土单元与柔性靠船桩相互作用模型进行桩的受力复核,并将二者的计算结果进行对比分析,得出较为合理的设计成果,为港工设计人员提供有效参考。

关 键 词:柔性靠船桩  P-Y曲线法  Mohr-Coulomb  桩土相互关系

Analysis and study on flexible dolphin design based on finite element method
CHEN Liang-zhi,MA Xiao-tian,WANG Ting-ting.Analysis and study on flexible dolphin design based on finite element method[J].Port & Waterway Engineering,2010(12).
Authors:CHEN Liang-zhi  MA Xiao-tian  WANG Ting-ting
Abstract:Taking the flexible dolphin of a jetty extension project in Guangzhou port as an example,applying P-Y curve method in the pile-soil interaction model,we analyzed the internal force of the flexible dolphin by general finite element software ANSYS.Meanwhile,using Mohr-Coulomb constitutive model for the soil and adopting the finite-difference software FLAC,we established the pile-soil interaction model to check the internal force of the flexible dolphin.According to the comparison between the two results,a reasonable design conclusion is obtained,which will contribute to obtaining a valuable reference for the harbor engineering designers.
Keywords:flexible dolphin  P-Y curve method  Mohr-Coulomb constitutive model  pile-soil interaction
本文献已被 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号