Two-stage identification of interlayer contact loss for CRTS Ⅲ prefabricated slab track based on multi-index fusion

作     者：Wei DU Juanjuan REN Kaiyao ZHANG Shijie DENG Shuyi ZHANG Wei DU;Juanjuan REN;Kaiyao ZHANG;Shijie DENG;Shuyi ZHANG

作者机构：MOE Key Laboratory of High-Speed Railway EngineeringSchool of Civil EngineeringSouthwest Jiaotong UniversityChengdu 610031China 

出 版 物：《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 (浙江大学学报（英文版）A辑（应用物理与工程）)

年 卷 期：2023年第24卷第6期

页      面：497-515页

核心收录：

学科分类：08[工学] 0805[工学-材料科学与工程（可授工学、理学学位）] 

基　　金：This work is supported by the National Key R&D Program of China(Nos.2021YFF0502100 and 2021YFB2600900) the National Natural Science Foundation of China(Nos.52022085 and 52278461) the Sichuan Provincial Youth Science and Technology Innovation Team(No.2022JDTD0015),China 

主　　题：Slab track Contact loss identification Transient impact response Index fusion Dempster-Shafer(D-S)evidence theory 

摘      要：To accurately identify the potential contact loss of the China railway track system(CRTS)III prefabricated slab track,a finite element model with contact loss of self-compacting concrete(SCC)under transient impact was *** the vertical accelerations near impact points on the track slab surface were extracted to obtain damage-sensitive indices in the time and frequency *** indices were initially normalized to obtain independent items of evidence before the Dempster-Shafer(D-S)evidence theory was used to fuse these into ***,a two-stage identification was performed to identify the damaged SCC area,comprising a rough identification(Stage I)and a precise identification(Stage II).The research results show that the damage indices extracted based on the transient impact response change abruptly at the damage location,and that can be used for damage ***,the use of a single index to determine the damage of the impact point may be *** Stage I,five damage indices of acceleration were fused to magnify the difference between the damaged point and undamaged point,thereby improving the accuracy of finding *** Stage II,in the area where more impact points were added,a fusion of three indices of acceleration response,that is,the absolute mean of the time domain,the maximum amplitude of the frequency domain,and the power density ratio,further narrowed down the area where damage *** a result,when the contact loss of SCC is greater than 50%along the thickness direction,the identification accuracy can be as high as 70%to 80%.The two-stage identification method proposed in this study can greatly improve the efficiency of interlayer damage detection of slab tracks and is expected to provide effective technical support for damage identification of track structures in the future.