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Defect modelling and correlation mapping for bridge inspection

Shuyuan Xu (School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, China)
Jun Wang (School of Engineering, Design and Built Environment, Western Sydney University, Sydney, Australia)
Xiangyu Wang (School of Design and the Built Environment, Curtin University, Perth, Australia) (School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, China)
Wenchi Shou (School of Engineering, Design and Built Environment, Western Sydney University, Sydney, Australia)
Tuan Ngo (Department of Infrastructure Engineering, The University of Melbourne, Melbourne, Australia)

Engineering, Construction and Architectural Management

ISSN: 0969-9988

Article publication date: 16 April 2024

23

Abstract

Purpose

This paper covers the development of a novel defect model for concrete highway bridges. The proposed defect model is intended to facilitate the identification of bridge’s condition information (i.e. defects), improve the efficiency and accuracy of bridge inspections by supporting practitioners and even machines with digitalised expert knowledge, and ultimately automate the process.

Design/methodology/approach

The research design consists of three major phases so as to (1) categorise common defect with regard to physical entities (i.e. bridge element), (2) establish internal relationships among those defects and (3) relate defects to their properties and potential causes. A mixed-method research approach, which includes a comprehensive literature review, focus groups and case studies, was employed to develop and validate the proposed defect model.

Findings

The data collected through the literature and focus groups were analysed and knowledge were extracted to form the novel defect model. The defect model was then validated and further calibrated through case study. Inspection reports of nearly 300 bridges in China were collected and analysed. The study uncovered the relationships between defects and a variety of inspection-related elements and represented in the form of an accessible, digitalised and user-friendly knowledge model.

Originality/value

The contribution of this paper is the development of a defect model that can assist inexperienced practitioners and even machines in the near future to conduct inspection tasks. For one, the proposed defect model can standardise the data collection process of bridge inspection, including the identification of defects and documentation of their vital properties, paving the path for the automation in subsequent stages (e.g. condition evaluation). For another, by retrieving rich experience and expert knowledge which have long been reserved and inherited in the industrial sector, the inspection efficiency and accuracy can be considerably improved.

Keywords

Acknowledgements

This work is supported by the National Natural Science Foundation of China (Grant No. 72301246) and Philosophy and Social Science Project of Zhejiang Province, China (Grant No. 24NDQN178YBM). Also, the authors would like to express their sincere gratitude to Sichuan Daotongda Engineering Co., Ltd., for the data provided and their support to this research work.

Citation

Xu, S., Wang, J., Wang, X., Shou, W. and Ngo, T. (2024), "Defect modelling and correlation mapping for bridge inspection", Engineering, Construction and Architectural Management, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/ECAM-10-2023-1013

Publisher

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Emerald Publishing Limited

Copyright © 2024, Emerald Publishing Limited

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