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船舶碰撞作用下通航孔桥墩的抗撞性能评估

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针对跨越航道的桥梁水域通航环境复杂,易发生船桥碰撞事故的问题,以某跨江斜拉桥工程实例为对象,对船舶碰撞作用下通航孔桥墩的抗撞性能进行了评估.采用LS-DYNA仿真软件模拟船舶撞击桥墩的过程,获得船舶的撞击力,再计算桥墩在船舶撞击、自重和浮力等荷载组合下的力学响应,并将这些力学响应与桥墩在破坏临界状态下的力学指标进行比较,最终实现了桥墩抗撞性能评估.研究结果表明,28#和30#桥墩墩柱的抗弯、抗剪验算不满足要求,需要进行加固并设置防撞设施.
Impact Resistance Performance Assessment of Bridge Piers in Navigable Holes Under the Action of Ship Impact
Considering the complex navigational environment of waterways spanned by bridges,which are prone to ship-bridge collision accidents,this study evaluates the impact resistance performance of naviga-tional pier columns of a certain cross-river cable-stayed bridge project under the action of ship impacts.The LS-DYNA simulation software is used to model the process of ship impacting on the pier,obtaining the impact force of the ship.Subsequently,the mechanical response of the pier under a combination of loads including ship impact,self-weight,and buoyancy is calculated,and these responses are compared with the mechanical indicators of the pier in a critical failure state to assess the pier's resistance perform-ance.The evaluation successfully determines the resistance performance of the pier.The study's findings indicate that the bending and shear resistance checks for piers 28 # and 30 # do not meet the require-ments,necessitating reinforcement and the installation of collision protection facilities.

shipsimpactimpact resistancebridgesnumerical simulation

李悦、晏勇、宁哲、单宏兰、罗安然

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北方工业大学土木工程学院,北京 100144

中和德汇工程技术有限公司,北京 100070

船舶 碰撞 抗撞性能 桥梁 数值模拟

2024

吉首大学学报(自然科学版)
吉首大学

吉首大学学报(自然科学版)

影响因子:0.451
ISSN:1007-2985
年,卷(期):2024.45(3)