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Investigation and finite element simulation analysis on collapse accident of Heyuan Dongjiang Bridge

机译:河源东江大桥崩塌事故调查与有限元仿真分析

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摘要

The collapse accident of Heyuan Dongjiang Bridge was studied through site investigation, ana-lysis of collapse videos, finite element simulation inversion analysis and other methods. Firstly, photos and videos regarding the collapse site were collected to analyze the possible causes of the collapse. Secondly, the three-dimensional FEM of Heyuan Dongjiang Bridge were established based on the information and videos of the collapse. Thirdly, the collapse process of Heyuan Dongjiang Bridge was inversely analyzed based on the finite element model (FEM); finally, the site data, collapse videos and finite element simulation results were combined to comprehensively analyze the causes for the collapse of Heyuan Dongjiang Bridge. The results showed: the performance degradation of main arch ring's material and the foundation displacement were the major causes of the collapse of Heyuan Dongjiang Bridge. Accordingly, it was recommended to test and evaluate the performance of the main arch ring materials of deck type arch bridges on service for a long time; and check the displacement of the piers (abutment) in segments of rushing water.
机译:通过现场调查,ANA裂解折叠视频,有限元模拟反演分析和其他方法研究了河源东江大桥的崩塌事故。首先,收集了关于崩溃现场的照片和视频,分析了崩溃的可能原因。其次,基于崩溃的信息和视频建立了河源东江大桥的三维有限元。第三,河源东江大桥的崩溃过程基于有限元模型(FEM)进行了终于分析;最后,组合了网站数据,折叠视频和有限元仿真结果,全面分析了河源东江大桥崩溃的原因。结果表明:主要拱环材料的性能下降和基础位移是河源东江大桥崩溃的主要原因。因此,建议在长期内测试和评估甲板型拱形桥梁主要拱门材料的性能;并检查跳汰水区段的码头(基台)的位移。

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