Assessment of Crack Development in Engineered Cementitious Composites Based on Analysis of Acoustic Emissions
Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 6
Abstract
In this study, acoustic emission (AE) analysis was employed to characterize the cracking behavior of various engineered cementitious composites (ECCs) containing different types of fibers. AE monitoring of prism samples cast with these ECCs was conducted in conjunction with four-point flexural tests. An additional conventional concrete (CC) mixture containing coarse aggregates was also examined for the aim of comparison. A number of AE parameters were collected during testing such as signal amplitude, signal strength, and number of hits. Moreover, b-value and intensity analyses were performed on the signal amplitude and signal strength data, respectively. These further analyses yielded three additional parameters including b-value, historic index [], and severity (). The analysis of these AE parameters was found to be feasible in detecting the onset of micro and macrocracking stages in all ECCs with any fiber type. No significant variations in terms of the studied AE parameters were found between CC and ECCs at the microcracking stage. However, at the macrocracking and failure stages, the average number of hits, CSS, , and were higher, and the b-value was lower in ECCs compared with CC due to the increased number of cracks in ECCs at these stages. The results of this investigation also presented a developed damage characterization chart for all tested ECCs. This chart can successfully be used to identify the micro and macrocracking stages in ECCs based on the corresponding values of the AE intensity analysis parameters [ and ].
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Journal of Materials in Civil Engineering
Volume 31 • Issue 6 • June 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: Mar 15, 2018
Accepted: Nov 8, 2018
Published online: Mar 29, 2019
Published in print: Jun 1, 2019
Discussion open until: Aug 29, 2019
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