TY - JOUR
T1 - Nonlinear resonant ultrasound spectroscopy for profiling thermal damage gradients and monitoring post-fire recovery in concrete
AU - Fengal, Massina
AU - Mora, Pierric
AU - Payan, Cédric
AU - Shokouhi, Parisa
AU - Rayssac, Erwann
AU - Gennesseaux, Eric
AU - Abraham, Odile
N1 - Publisher Copyright:
Copyright © 2025. Published by Elsevier Ltd.
PY - 2025/12/26
Y1 - 2025/12/26
N2 - Prolonged exposure to elevated temperatures induces depth-dependent microstructural changes in concrete. This article investigates the application of nonlinear resonant ultrasound spectroscopy (NRUS) to assess depth-dependent thermal damage and post-fire recovery in concrete and mortar. Specimens were exposed to two heating scenarios and sliced into 2-cm thick sections to evaluate the nonlinear hysteretic parameter α as a function of depth. Measurements were performed under various moisture conditions and water curing periods, including ambient, dry and after 36 days of curing. Results of the nonlinear hysteretic parameter α and resonance frequency f0 reveal a depth-dependent damage gradient, with the most pronounced degradation occurring within the first 2 cm beneath the exposed surface, as confirmed by scanning electron microscopy. Post-fire curing lead to an increase in f0, consistent with the post-fire curing recovery process, but also to a counter-intuitive increase in α, which we explain possibly by the fact that the recovery mechanisms fill the microcracks but do not restore the contacts. Overall, NRUS allows to distinguish between exposed and non-exposed materials even after post-fire recovery, and to evidence persistent damage. These findings highlight NRUS as a sensitive, semi-destructive method for tracking thermal damage gradients and recovery in cement-based materials.
AB - Prolonged exposure to elevated temperatures induces depth-dependent microstructural changes in concrete. This article investigates the application of nonlinear resonant ultrasound spectroscopy (NRUS) to assess depth-dependent thermal damage and post-fire recovery in concrete and mortar. Specimens were exposed to two heating scenarios and sliced into 2-cm thick sections to evaluate the nonlinear hysteretic parameter α as a function of depth. Measurements were performed under various moisture conditions and water curing periods, including ambient, dry and after 36 days of curing. Results of the nonlinear hysteretic parameter α and resonance frequency f0 reveal a depth-dependent damage gradient, with the most pronounced degradation occurring within the first 2 cm beneath the exposed surface, as confirmed by scanning electron microscopy. Post-fire curing lead to an increase in f0, consistent with the post-fire curing recovery process, but also to a counter-intuitive increase in α, which we explain possibly by the fact that the recovery mechanisms fill the microcracks but do not restore the contacts. Overall, NRUS allows to distinguish between exposed and non-exposed materials even after post-fire recovery, and to evidence persistent damage. These findings highlight NRUS as a sensitive, semi-destructive method for tracking thermal damage gradients and recovery in cement-based materials.
UR - https://www.scopus.com/pages/publications/105024067345
UR - https://www.scopus.com/pages/publications/105024067345#tab=citedBy
U2 - 10.1016/j.conbuildmat.2025.144811
DO - 10.1016/j.conbuildmat.2025.144811
M3 - Article
AN - SCOPUS:105024067345
SN - 0950-0618
VL - 505
JO - Construction and Building Materials
JF - Construction and Building Materials
M1 - 144811
ER -