A systematic review of structural materials health monitoring system for girder-type bridges

被引:6
|
作者
Al-Nasar M.K.R. [1 ]
Al-Zwainy F.M.S. [1 ]
机构
[1] Civil Engineering Department, Al-Nahrain University, Baghdad
来源
关键词
Bridge; BWIN; Concrete girder; Deep-learning; Load-carrying capacity; MEMS; Service-life evaluation; Steel girder; Structural health monitoring;
D O I
10.1016/j.matpr.2021.12.385
中图分类号
学科分类号
摘要
The innovative and groundbreaking structural health monitoring in priority-based sensor technology utilised in structural health monitoring has considerably improved. Its use has expanded for a variety of purposes, including determining the behaviour of facilities under various forms of loads. To study these technologies and offer researchers a clear vision of this field, we must first be aware of the techniques that have been used and the limits that exist in this line of research. To that aim, a thorough search was undertaken to locate publications dealing with terms such as “structural health monitoring,” “bridge monitoring,” and “concrete bridge”. ScienceDirect and Springer databases were checked for articles on structural health monitoring for girders' bridges. The first category in which the researchers described and presented an overview of the bridges' behaviour under normal loads and finding the remaining service life. The second category was the application of new approach proposals in health monitoring and seeing its accuracy in giving good vision for bridges. Then, the motivation for using monitoring technology on the bridges, Issues related to structural health monitoring development and use are addressed based on published results related to its obstruction and development. © 2021
引用
收藏
页码:A19 / A28
页数:9
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