浮式转动消能桥船防撞结构有限元仿真分析  

Finite Element Analysis on a Separated Wedge Anti-collision Structure for Bridge-ship

作　　者：李阳阳 郭仁杰 李志锐 温睿 袁国清[3] 匡友弟 LI Yang-yang;GUO Ren-jie;LI Zhi-rui;WEN Rui;YUAN Guo-qing;KUANG You-di(First Engineering Branch of China Railway Construction Port and Shipping Bureau Group Co.,Ltd.,Guangzhou 511442,China;School of Mechanics and Construction Engineering,Jinan University,Guangzhou 510632,China;College of Civil Architecture,Wuyi University,Jiangmen 529020,China)

机构地区：[1]中国铁建港航局集团有限公司第一工程分公司,广州511442 [2]暨南大学力学与建筑工程学院,广州510632 [3]五邑大学土木建筑学院,江门529020

出　　处：《价值工程》2023年第19期151-153,共3页Value Engineering

摘　　要：浮式柔性多级消能桥船防撞结构因其消能效果好、便于养护维修等优点逐渐成为水运桥防撞装置的主要选择结构之一。本文采用有限元方法,对某桥的浮式转动消能防撞结构进行了不同撞击位置和角度下的多种工况碰撞仿真模拟。结果表明:个别桩基础混凝土会发生压应力破坏,而钢套筒均没有失效,整体结构仍具备一定防撞能力。该项研究为桥船防撞结构设计与优化提供了参考。The bridge-ship anti-collision structure of floating flexible multi-stage energy dissipation has gradually become one of the main choice structures for the anti-collision device of water transport bridge because of its good energy dissipation effect and easy maintenance.In this paper,the finite element method is used to simulate the collision of a floating rotating energy dissipation anti-collision structure of a bridge under different impact positions and angles.The results show that under various impact conditions,compressive stress failure will occur at individual positions of concrete,while the steel sleeve will not fail,and the overall structure still has certain anti-collision ability.This study can provide a reference for the design and optimization of bridge-ship anti-collision structures.

关 键 词：船桥碰撞 防撞墩 浮式结构 有限元仿真 

分 类 号：U661.4[交通运输工程—船舶及航道工程]