Infrastructure Maintenance Practices
Online ISSN : 2436-777X
ESTIMATING THE CAUSE OF FATIGUE CRACK OCCURRENCE THROUGH DYNAMIC STRAIN MEASUREMENT AND VERIFYING THE EFFECTIVENESS OF COUNTERMEASURES USING LPWA
Shota MITSUMORITakeshi KINOMOTOYusuke HIWANaoto WADAMikinao GOTOMitsuyasu IWANAMI
Author information
JOURNAL FREE ACCESS

2025 Volume 4 Issue 1 Pages 95-104

Details
Abstract

 Japan's road bridges were intensively constructed during the period of high economic growth, and will rapidly age in the future. Among road bridges, fatigue cracks are sometimes confirmed during inspections of steel bridges. Fatigue cracks are generally investigated using magnetic particle testing. In recent years, LPWA (Low Power Wide Area) wireless modules capable of long-distance wireless communication have been developed, but there are few reports on their application to actual bridges. Therefore, in this paper, we performed dynamic strain measurements and estimated the cause of fatigue cracks that occurred in an actual bridge where there are restrictions on traffic regulations and on-site work. In addition, we monitored the period before and after taking measures against fatigue cracks using LPWA to verify the effectiveness of the measures. The measurement results showed that it was possible to estimate the cause of occurrence and confirm the effectiveness of countermeasures using LPWA.

Content from these authors
© 2025 Japan Society of Civil Engineers
Previous article Next article
feedback
Top