TY - JOUR
T1 - A probabilistic approach for damage identification and crack mode classification in reinforced concrete structures
AU - Farhidzadeh, Alireza
AU - Salamone, Salvatore
AU - Singla, Puneet
N1 - Funding Information:
The authors acknowledge the National Science Foundation (NSF) for providing the financial support under Grant No. CMMI-0829978. The experiments presented herein could not have been completed without contributions from Prof. Whittaker, chair of the department, and the staff of the Structural Engineering and Earthquake Simulation Laboratory (SEESL) of the State University of New York at Buffalo.
Copyright:
Copyright 2013 Elsevier B.V., All rights reserved.
PY - 2013/9
Y1 - 2013/9
N2 - Reinforced concrete is subjected to deterioration due to aging, increased load, and natural hazards. To minimize the maintenance costs and to increase the operation lifetime, researchers and practitioners are increasingly interested in improving current nondestructive evaluation technologies or building advanced structural health monitoring strategies. Acoustic emission methods offer an attractive solution for nondestructive evaluation/structural health monitoring of reinforced concrete structures. In particular, monitoring the development of cracks is of large interest because their properties reflect not only the condition of concrete as material but also the condition of the entire system at structural level. This article presents a new probabilistic approach based on Gaussian mixture modeling of acoustic emission to classify crack modes in reinforced concrete structures. Experimental results obtained in a full-scale reinforced concrete shear wall subjected to reversed cyclic loading are used to demonstrate and validate the proposed approach.
AB - Reinforced concrete is subjected to deterioration due to aging, increased load, and natural hazards. To minimize the maintenance costs and to increase the operation lifetime, researchers and practitioners are increasingly interested in improving current nondestructive evaluation technologies or building advanced structural health monitoring strategies. Acoustic emission methods offer an attractive solution for nondestructive evaluation/structural health monitoring of reinforced concrete structures. In particular, monitoring the development of cracks is of large interest because their properties reflect not only the condition of concrete as material but also the condition of the entire system at structural level. This article presents a new probabilistic approach based on Gaussian mixture modeling of acoustic emission to classify crack modes in reinforced concrete structures. Experimental results obtained in a full-scale reinforced concrete shear wall subjected to reversed cyclic loading are used to demonstrate and validate the proposed approach.
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U2 - 10.1177/1045389X13484101
DO - 10.1177/1045389X13484101
M3 - Article
AN - SCOPUS:84883400519
SN - 1045-389X
VL - 24
SP - 1722
EP - 1735
JO - Journal of Intelligent Material Systems and Structures
JF - Journal of Intelligent Material Systems and Structures
IS - 14
ER -