首页|高速公路组合式桥梁护栏碰撞安全性能仿真研究

高速公路组合式桥梁护栏碰撞安全性能仿真研究

扫码查看
针对高速公路护栏改造采用的组合式桥梁护栏方案,建立车辆-护栏碰撞非线性动力有限元分析模型,开展平面直线形式和曲线形式护栏的碰撞安全性能仿真研究.研究结果表明:1)高速公路护栏改造采用钢-混结构组合式桥梁护栏方案可满足 1.5 t小客车、14 t大客车和 25 t大货车阻挡功能和导向功能要求;2)不同类型护栏碰撞安全性能评价应慎重考虑实际路段的直线、凸曲线和凹曲线等不同平面线形对车辆碰撞响应的影响;3)初始碰撞点在护栏横梁跨径上不同相对位置等参数变化对车辆-护栏碰撞动力响应有显著影响,碰撞点位于相邻立柱之间横梁1/2 跨时对应的动力响应相对最大.
Simulation Study on Safety Performance of Expressway Combined Bridge Barriers under Impacts
Aimed at the combined bridge barrier design in the rehabilitation of expressway barriers,the nonlinear dynamic FEM analysis models for vehicle-barrier impacts were built,and the impact safety performances of barriers with different horizontal alignments including straight lines and circular curves were simulated.The simulation results show that:1)The steel-concrete combined bridge barrier design for the rehabilitation of expressway barriers could meet the requirements of containment performance and redirective performance for such different vehicles as the 1.5 t car,the 10t bus and the 25 t truck:2)For the safety performance evaluation of the combined bridge barrier,the effects of realistic highway section's different horizontal alignments,such as the straight line,the convex curve and the concave curve,on the vehicle-barrier impact dynamic responses,should be carefully considered;3)The different initial impact positions relative to the barrier railing spans have significant effects on the vehicle-barrier impact dynamic responses,where the case of the impact position at the midspan between 2 adjacent barrier posts usually corresponds to the biggest dynamic responses.

expresswaycombined bridge barriersafety performanceinitial impact positionhorizontal alignment

黎连回

展开 >

中铁二十局集团第三工程有限公司,重庆 400065

高速公路 组合式桥梁护栏 安全性能 初始碰撞位置 平面线形

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(3)