Remote Monitoring of Fatigue-sensitive Details on Bridges (Part II).

摘要

This chapter presents (a) a set of acoustic emission (AE) data recorded by the monitoring system and data analysis using ICEPAKTM, a pattern classifier for use in real-time structural health and reliability monitoring, (b) calculation of effective stress at a web gap detail using weigh-inmotion (WIM) data and refined finite element analysis, (c) calculation of effective stress at a web gap detail using strain data from field monitoring, (d) findings related to monitoring system performance, and (d) a summary.