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桩土作用模拟方法对防撞桩动力响应特性的影响研究

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文中建立了 2 000 t级船舶与单桩碰撞的有限元模型,通过提取桩顶位移时程曲线及撞击力时程曲线,探讨了采用固定端约束模型、桩土面面接触模型两种不同桩土作用模拟方法对于船-防撞桩碰撞结果的影响.结果表明:船舶与防撞桩的碰撞过程经历了四个阶段,当桩土作用采用固定端约束模型时,响应特性受桩长影响较大,在一定条件下可用于等效模拟船桥碰撞、采用桩土面面接触模型能更加真实地反映桩土之间相互作用,桩埋深、船舶初始速度对桩动力响应具有较大的影响.
Study on the Influence of Pile-soil Interaction Simulation Method on Dynamic Response Characteristics of Anti-collision Piles
The finite element model of collision between a 2000t class ship and a single pile was estab-lished.By extracting the displacement time-history curve and impact force time-history curve of the pile top,this paper discussed the influence of two different pile-soil interaction simulation methods,namely,the fixed end constraint model and the pile-soil surface contact model,on the collision result between the ship and the anti-collision pile.The results show that the collision process between the ship and the anti-collision pile has gone through four stages.When the pile-soil interaction adopts the fixed-end constraint model,the response characteristics are greatly influenced by the pile length,which can be used to simulate the ship-bridge collision equivalently under certain conditions.The con-tact model between pile and soil can reflect the interaction between pile and soil more truly,and the buried depth of pile and the initial speed of ship have great influence on the dynamic response of pile.

vessel-bridge collisionanti-collision pilesdynamic responsepile-soil interaction

许仁杰、潘晋、许明财

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武汉理工大学船海与能源动力工程学院 武汉 430063

华中科技大学船舶与海洋工程学院 武汉 430074

武汉力拓桥科防撞设施有限公司 武汉 430070

船桥碰撞 防撞桩 动力响应 桩土作用

2024

武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
年,卷(期):2024.48(2)
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