水道港口2011，Vol.32Issue(6)：427-433,7.
高桩码头叉桩最不利受力工况分析
Analysis on the most unfavorable load case for inclined piles of high-piled wharf
刘现鹏 1熊洪峰 1赵冲久2
作者信息
- 1. 交通运输部天津水运工程科学研究所水工构造物检测、诊断与加固技术交通行业重点实验室,天津300456
- 2. 哈尔滨工程大学船舶工程学院,哈尔滨150001
- 折叠
摘要
Abstract
The complexity of high-piled wharf structure,the non-linearity of pile-soil interaction and the variety of external forces can lead to the rather complicated force distribution.Various factors influencing the inclined pile force of the high-piled wharf were analyzed in this paper.The ANSYS FEM Model was established to simulate the force of the inclined pile under various working conditions, and the damage mechanism of inclined pile was concluded.Besides,with the combination of the sensitivity analysis of external force factors upon the inclined pile, the worst force case and the most sensitive factor were obtained. Such results can provide reference for damage analysis of inclined pile.关键词
高桩码头/叉桩/敏感度/最不利工况Key words
high-piled wharf/inclined pile/sensitivity/the worst case分类
交通工程引用本文复制引用
刘现鹏,熊洪峰,赵冲久..高桩码头叉桩最不利受力工况分析[J].水道港口,2011,32(6):427-433,7.
