Ultrasonic broadband signal monitoring of Glass-fiber Reinforced Cement (GRC) bending tests

[EN] In this study, complete ultrasonic monitoring of Glass-fiber Reinforced Cement plates under bending tests was addressed. In this kind of experiment, the mechanical properties of the specimen continuously change during the test, thus, the acquisition time of the ultrasonic signals is a critical variable. In order to overcome this drawback, a new ultrasonic procedure based on broadband signals (chirp) has been applied. Following this line of thought, the analysed ultrasonic parameters have been split into the parameters that only depend on time, and those that depend on both time and frequency. In particular,the frequency dependent attenuation parameter allows characterizing the evolution of the plate being damaged over a wide frequency range and significantly detecting the main two events happening during the experiment: the first crack and the maximum stress point. In short, this paper demonstrates the suitability of ultrasonic broadband signals for characterizing fiber-reinforced cementitious composites under bending stress.This work has been supported by the Spanish Administration under grants, BES-2015-071469, TEC2011-23403, BIA2014-55311-C2-1-P and BIA2014-55311-C2-2-P.Genovés, V.; Gosálbez Castillo, J.; Carrión García, A.; Miralles Ricós, R.; Paya Bernabeu, JJ. (2017). Ultrasonic broadband signal monitoring of Glass-fiber Reinforced Cement (GRC) bending tests. Cement and Concrete Composites. 80:55-63. https://doi.org/10.1016/j.cemconcomp.2017.02.00955638