钢护栏摆锤冲击试验的DYNA3D模拟

L. Bank, T. Gentry, Jiansheng Yin, J. D. Lamtenzan
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引用次数: 1

摘要

采用LLNL-DYNA3D软件对G4(1S)强柱钢w梁护栏系统进行了全尺寸物理试验和模拟试验研究。物理测试是在联邦公路管理局(FHWA)位于弗吉尼亚州麦克莱恩的特纳费尔班克公路研究中心的联邦室外冲击实验室(FOIL)使用摆锤进行的。在摆锤试验中,用880公斤的重量垂直于钢轨表面撞击钢轨。钢轨部分连接在钢柱和挡块上,并由专门设计的夹具支撑。摆锤在撞击时的初始速度分别为9.25、20、30和35 km/h。根据试验过程中采集的加速度数据,计算碰撞事件的加速度、力、速度和位移历史。LLNL-DYNA3D冲击试验模拟数据与全尺寸试验数据进行了比较。与高速电影图像相比,以25毫秒为间隔的轨道变形形状的动画效果更好。力与位移的变化历史与准静态实验结果一致。
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DYNA3D Simulations of Pendulum Impact Tests on Steel Guardrails
The response of a G4(1S) strong post steel w-beam guardrail system to dynamic impact has been investigated in a series of full-size physical tests and in simulated experiments using LLNL-DYNA3D. The physical tests were conducted at the Federal Outdoor Impact Laboratory (FOIL) at the Turner Fairbank Highway Research Center of the Federal Highway Administration (FHWA) in McLean, Virginia using a pendulum. In the pendulum tests, an 880 kg mass was used to strike the rail perpendicular to its face. The rail section was attached to steel posts and blockouts and supported in a specially designed fixture. Initial velocities of the pendulum at impact were 9.25, 20, 30 and 35 km/h. From acceleration data taken during the testing, acceleration, force, velocity and displacement histories of the impact event were calculated. Data from the LLNL-DYNA3D simulations of the impact tests compared well with the data obtained from the full-scale testing. Animations of the deformed shapes of the rails at 25 msec intervals compared favorably with high speed film images. Force versus displacement histories showed good agreement with those obtained from quasi-static experiments.
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