引用本文:陈福全,龚晓南.大直径圆筒码头结构的有限元分析[J].水利水运工程学报,2001,(4):37-40
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大直径圆筒码头结构的有限元分析
陈福全1,龚晓南2
1. 同济大学地下建筑与工程系,上海,200092
2. 浙江大学岩土工程研究所,浙江,杭州,310027
摘要:
采用三维刚塑性接触面单元模拟筒壁与土体的接触,编制了大直径圆筒码头结构变形性状的有限元计算程序,针对圆筒码头结构工程实例,分析了圆筒内外侧土压力和摩阻力分布。
关键词:  接触面单元 土压力 圆筒结构 码头 有限元 筒壁 土体
DOI:
分类号:U656.1 TU432
基金项目:
Analysis of large cylinder wharf structures using finite element method
CHEN Fu quan ,GONG Xiao nan
CHEN Fu quan 1,GONG Xiao nan 2
Abstract:
A finite element method (FEM) program is developed to calculate the stress and deformation of large cylinder wharf structures, adopting 3 D rigid plastic interface elements to simulate the interaction between soil and cylinder wall. According to a practical project of cylinder wharf, distributions of the soil pressure on the inner and outer sides of the cylinder wall and the friction between soil and cylinder wall are analyzed.
Key words:  interface element,soil pressure,cylinder structure,wharf,finite element method
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