山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2009年
20期
304-306
,共3页
跨线桥%碰撞%动态响应%位移%应力
跨線橋%踫撞%動態響應%位移%應力
과선교%팽당%동태향응%위이%응력
flyover%collision%dynamic response%displacement%stress
为研究桥梁在超高车辆撞击下的受力状态,深入研究了车-桥的碰撞机理,采用了通用有限元程序ABAQUS,针对不同车速车辆垂直撞击桥梁的情况进行了模拟分析,分析表明,车速越大,主梁的应力和位移越大,主梁破坏的越早.
為研究橋樑在超高車輛撞擊下的受力狀態,深入研究瞭車-橋的踫撞機理,採用瞭通用有限元程序ABAQUS,針對不同車速車輛垂直撞擊橋樑的情況進行瞭模擬分析,分析錶明,車速越大,主樑的應力和位移越大,主樑破壞的越早.
위연구교량재초고차량당격하적수력상태,심입연구료차-교적팽당궤리,채용료통용유한원정서ABAQUS,침대불동차속차량수직당격교량적정황진행료모의분석,분석표명,차속월대,주량적응력화위이월대,주량파배적월조.
In order to study the stress state of bridge beam under the collision of ultrahigh vehicles with different speeds, the paper studies the collision mechanism of vehicle and bridge deeply, gets simulation analysis based on the general finite dement program ABAQUS and aiming at the situation of vertical impacting on the bridge of different vehicles with different speeds. Analysis shows that the higher the vehicle speed, the larger the stress and displacement of the main beam, and the earlier the main beam destruction.