Development and Testing of a Railway Bridge Weigh-in-Motion System

被引:8
|
作者
Hajializadeh, Donya [1 ]
Znidari, Ales [2 ]
Kalin, Jan [2 ]
OBrien, Eugene John [3 ]
机构
[1] Univ Surrey, Dept Civil & Environm Engn, Guildford GU2 7XH, Surrey, England
[2] Slovenian Natl Bldg & Civil Engn Inst ZAG, Ljubljana 1000, Slovenia
[3] Univ Coll Dublin, Civil Engn, Doublin D04 V1W8, Ireland
来源
APPLIED SCIENCES-BASEL | 2020年 / 10卷 / 14期
关键词
bridge-weigh-in-motion; railway bridge loading; bridge instrumentation; B-WIM algorithm; NONDESTRUCTIVE EVALUATION; LIFE PREDICTION; FATIGUE LIFE; STEEL; DECKS; IDENTIFICATION; TEMPERATURE;
D O I
10.3390/app10144708
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Featured Application Bridge Weigh-in-motion for Railway bridges. This study describes the development and testing of a railway bridge weigh-in-motion (RB-WIM) system. The traditional bridge WIM (B-WIM) system developed for road bridges was extended here to calculate the weights of railway carriages. The system was tested using the measured response from a test bridge in Poland, and the accuracy of the system was assessed using statically-weighed trains. To accommodate variable velocity of the trains, the standard B-WIM algorithm, which assumes a constant velocity during the passage of a vehicle, was adjusted and the algorithm revised accordingly. The results showed that the vast majority of the calculated carriage weights fell within +/- 5% of their true, statically-weighed values. The sensitivity of the method to the calibration methods was then assessed using regression models, trained by different combinations of calibration trains.
引用
收藏
页数:17
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