Research on Bridge Concrete Crack Damage Prediction Method Based on Deep Learning Temporal Model

<div class="section abstract"><div class="htmlview paragraph">Intelligent Structural Health Monitoring (SHM) of bridge is a technology that utilizes advanced sensor technology along with professional bridge engineering knowledge, coupled with machine vision and other intelligent methods for continuously monitoring and evaluating the status of bridge structures. One application of SHM technology for bridges by way of machine learning is in the use of damage detection and quantification. In this way, changes in bridge conditions can be analyzed efficiently and accurately, ensuring stable operational performance throughout the lifecycle of the bridge. However, in the field of damage detection, although machine vision can effectively identify and quantify existing damages, it still lacks accuracy for predicting future damage trends based on real-time data. Such shortfall l may lead to late addressing of potential safety hazards, causing accelerated damage development and threatening structural safety. To tackle this problem, this study designs a deep learning model based on temporal information to solve the problem of predictive damage development, achieving early warning and dynamic evaluation effects. This study focuses on concrete crack development, and the CrackAE model is based on traditional semantic segmentation models and conditional autoencoder architecture. The model consists of an encoder and a decoder. The encoder accepts image data and outputs a feature map. The future map along with the conditional vector encoded based on physical temporal information, serves as the input to the decoder. The output of decoder is the development state of the crack at the specified prediction time. The model achieved an accuracy of 94.6% in real bending failure tests of concrete beams, indicating that the model meets high-precision prediction requirements. This validates the feasibility of deep learning in predicting damage development and provides new ideas for data collection and prediction in actual bridge maintenance.</div></div>

Authors

Institutions

Publication Details

Journal
SAE technical papers on CD-ROM/SAE technical paper series
Published
2025-02-20
DOI
https://doi.org/10.4271/2025-01-7126
Primary Topic
Infrastructure Maintenance and Monitoring
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Research on Bridge Concrete Crack Damage Prediction Method Based on Deep Learning Temporal Model

Cunjin Cai, Wen Xiong, Yanjie Zhu, Weidong Xu
SAE technical papers on CD-ROM/SAE technical paper series
Infrastructure Maintenance and Monitoring
article

Research on Bridge Concrete Crack Damage Prediction Method Based on Deep Learning Temporal Model

Cunjin Cai, Wen Xiong, Yanjie Zhu, Weidong Xu
article en

Abstract

<div class="section abstract"><div class="htmlview paragraph">Intelligent Structural Health Monitoring (SHM) of bridge is a technology that utilizes advanced sensor technology along with professional bridge engineering knowledge, coupled with machine vision and other intelligent methods for continuously monitoring and evaluating the status of bridge structures. One application of SHM technology for bridges by way of machine learning is in the use of damage detection and quantification. In this way, changes in bridge conditions can be analyzed efficiently and accurately, ensuring stable operational performance throughout the lifecycle of the bridge. However, in the field of damage detection, although machine vision can effectively identify and quantify existing damages, it still lacks accuracy for predicting future damage trends based on real-time data. Such shortfall l may lead to late addressing of potential safety hazards, causing accelerated damage development and threatening structural safety. To tackle this problem, this study designs a deep learning model based on temporal information to solve the problem of predictive damage development, achieving early warning and dynamic evaluation effects. This study focuses on concrete crack development, and the CrackAE model is based on traditional semantic segmentation models and conditional autoencoder architecture. The model consists of an encoder and a decoder. The encoder accepts image data and outputs a feature map. The future map along with the conditional vector encoded based on physical temporal information, serves as the input to the decoder. The output of decoder is the development state of the crack at the specified prediction time. The model achieved an accuracy of 94.6% in real bending failure tests of concrete beams, indicating that the model meets high-precision prediction requirements. This validates the feasibility of deep learning in predicting damage development and provides new ideas for data collection and prediction in actual bridge maintenance.</div></div>

SAE technical papers on CD-ROM/SAE technical paper seriesVol. 1
Southeast University (BD)
Openalex Percentile: Top 97%
Infrastructure Maintenance and Monitoring
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.