首页> 外文会议>International Conference on Health Monitoring of Structure, Material and Environment;HMSME 2007 >Static and Dynamic Loading Tests for Mixed Passenger and Freight Railway Double-track Super Large Bridge with Speed of 200 km/h
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Static and Dynamic Loading Tests for Mixed Passenger and Freight Railway Double-track Super Large Bridge with Speed of 200 km/h

机译:时速200 km的客货混合铁路双线特大桥的静态和动态载荷试验。

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To prove the correction of the design theory, check the quality of the overall structure and evaluate the safety of high speed traffic systems, and thus to provide scientific basis of engineering acceptance, the static and dynamic loading tests are carried out on the Lu-Shui double track super large bridge with the speed of over 200km/h. The tests include the bridge's displacement, main elements' stress, natural frequency and impact coefficient, et al. Comparison of the tested data and the calculated results obtained from ANSYS finite element model of space entity is further made, and the results show that the design theory of the bridge is correct and the bridge's working status satisfies the designing requirement. The tests provide essential technical parameters for safe operation of the bridge in future, and it also could be considered as important technical information for researching the static and dynamic characteristics of the longer and more complicated high speed railway bridge structures.
机译:为了证明设计理论的修正,检查整体结构的质量,评价高速交通系统的安全性,从而为工程验收提供科学依据,静电和动态负载测试都在陆水进行。双轨超大大桥,速度超过200km / h。该测试包括桥梁的位移,主要元素的应力,自然频率和冲击系数等。进一步进行了测试数据的比较和从ANSYS的空间实体的有限元模型获得的计算结果,结果表明桥的设计理论是正确的,并且桥的工作状态满足设计要求。该试验为将来提供了桥梁安全运行的基本技术参数,也可以被视为研究较长更复杂的高速铁路桥结构的静态和动态特性的重要技术信息。

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