TY - GEN
T1 - Ultrasonic-acoustic emission hybrid system for monitoring concrete structures affected by alkali-silica reaction
AU - Sun, Hongbin
AU - Tang, Yalei
AU - Malone, Clayton
AU - Hu, Jiong
AU - Zhu, Jinying
N1 - Publisher Copyright:
© 2019 by DEStech Publications, Inc. All rights reserved.
PY - 2019
Y1 - 2019
N2 - Alkali-silica reaction (ASR) in concrete can cause internal cracks resulting in structure deterioration. Current ASR assessment and monitoring programs still rely on visual inspection of the concrete surface cracks or measuring the concrete expansion. These methods cannot provide a comprehensive assessment or the mechanical information needed for a lifetime prediction. In this work a hybrid health monitoring system using active ultrasonic testing and acoustic emission testing for monitoring ASR damage in concrete is proposed. The two systems share the same sensors and work independently without mutual interference. This system was deployed on three large concrete beams: control, ASR unconfined and ASR 2D-confined samples. The relative velocity change is extracted from the ultrasonic signals, and have a good agreement with the AE results, number of cumulative hits. These results are also confirmed by the volumetric expansions. The initiation of rapid alkali-silica reaction inside the two ASR samples is detected by the ultrasonic method and expansion measurement and is confirmed by the AE results. The proposed hybrid monitoring system can provide a comprehensive solution for long-term monitoring of ASR damage in concrete.
AB - Alkali-silica reaction (ASR) in concrete can cause internal cracks resulting in structure deterioration. Current ASR assessment and monitoring programs still rely on visual inspection of the concrete surface cracks or measuring the concrete expansion. These methods cannot provide a comprehensive assessment or the mechanical information needed for a lifetime prediction. In this work a hybrid health monitoring system using active ultrasonic testing and acoustic emission testing for monitoring ASR damage in concrete is proposed. The two systems share the same sensors and work independently without mutual interference. This system was deployed on three large concrete beams: control, ASR unconfined and ASR 2D-confined samples. The relative velocity change is extracted from the ultrasonic signals, and have a good agreement with the AE results, number of cumulative hits. These results are also confirmed by the volumetric expansions. The initiation of rapid alkali-silica reaction inside the two ASR samples is detected by the ultrasonic method and expansion measurement and is confirmed by the AE results. The proposed hybrid monitoring system can provide a comprehensive solution for long-term monitoring of ASR damage in concrete.
UR - http://www.scopus.com/inward/record.url?scp=85074262297&partnerID=8YFLogxK
U2 - 10.12783/shm2019/32406
DO - 10.12783/shm2019/32406
M3 - Conference contribution
AN - SCOPUS:85074262297
T3 - Structural Health Monitoring 2019: Enabling Intelligent Life-Cycle Health Management for Industry Internet of Things (IIOT) - Proceedings of the 12th International Workshop on Structural Health Monitoring
SP - 2603
EP - 2610
BT - Structural Health Monitoring 2019
A2 - Chang, Fu-Kuo
A2 - Guemes, Alfredo
A2 - Kopsaftopoulos, Fotis
PB - DEStech Publications Inc.
T2 - 12th International Workshop on Structural Health Monitoring: Enabling Intelligent Life-Cycle Health Management for Industry Internet of Things (IIOT), IWSHM 2019
Y2 - 10 September 2019 through 12 September 2019
ER -