摘要
车撞护栏规范公式表明碰撞角度与撞击力成二次函数关系,运用LS-DYNA对车—桥墩碰撞进行仿真模拟,探讨该规范公式用于车—桥墩碰撞的可行性。结果表明,碰撞角度与撞击力成三次函数关系,同时也证实角度与桥梁的位移成一次线性关系,角度越大,横向位移越小,纵向位移越大。
The standard formula in crash barrier shows that collision angle and impact force forms a quadratic function relation, hence LS--DYNA is employed to discuss the feasibility of the standard formula being used for the vehicle-pier collision. The result indicates that impact force has cubic function relation with collision angle. And the displacement of the bridge has primary linear relation with collision angle. The greater the angle, the smaller the horizontal displacement is, and the bigger the longitudinal displacement is.
出处
《公路》
北大核心
2014年第4期70-74,共5页
Highway
基金
国家自然科学基金资助项目
项目编号51068005
关键词
车-桥墩碰撞
规范公式
碰撞角度
最大撞击力
位移
vehicle-pier collision
standard formula
collision angle
maximum impact force
displacement