Finite Element Analysis on a Separated Wedge Anti-collision Structure for Bridge-ship
李阳阳①LI Yang-yang;郭仁杰②GUO Ren-jie;李志锐②LI Zhi-rui;温睿② WEN Rui;袁国清③YUAN Guo-qing;匡友弟②③KUANG You-di
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
①First Engineering Branch of China Railway Construction Port and Shipping Bureau Group Co.,Ltd., Guangzhou 511442,China;
②School of Mechanics and Construction Engineering,Jinan University ,Guangzhou 510632,China:
③College of Civil Architecture,Wuyi University ,Jiangmen 529020,China
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。
Abstract: The bridge-ship anti-colision structure of floating flexible muli-stage enery dissipation has gradually become one of themain choice structures for the anti-collision device of water transport bridge because of its good energy dissipation effect and easymaintenance. In this paper, the finite element method is used to sinmulate the collision of a floating rotating energy dissipation anti-collisionstructure of a bhridge under diferent impact positions and angles. The results show that under various impact conditions, compressive stressfailure 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 structure.
关键词:船桥碰撞;防撞墩;浮式结构;有限元仿真
Key words: ship-bridge collision; anti-collision piers; floating structure; finite element simulation
价值工程-文章出处：李阳阳,郭仁杰,李志锐等.浮式转动消能桥船防撞结构有限元仿真分析[J].价值工程,2023,42(19):151-153. |
