Damage identification of non-dispersible underwater concrete columns under compression using impedance technique and stress-wave propagation
Author:
Funder
China Postdoctoral Science Foundation
Natural Science Foundation of Fujian Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13349-024-00802-z.pdf
Reference42 articles.
1. Zhu X, Chen X, Ning Y (2023) Experimental and numerical research on cyclic tensile performance of high-strength hydraulic concrete subjected to freeze–thaw damage. Int J Fatigue. https://doi.org/10.1016/J.IJFATIGUE.2023.107703
2. Liu Q, Li L, Andersen L, Wu M (2023) Studying the abrasion damage of concrete for hydraulic structures under various flow conditions. Cem Concr Comp. https://doi.org/10.1016/J.CEMCONCOMP.2022.104849
3. Wang X, Xu H, Wang J, Wang B (2022) Damage area identification of underwater structures based on wavelength difference of light source. J Civ Struct Health. https://doi.org/10.1007/S13349-022-00558-4
4. Sikandar MA, Wazir NR, Khan A, Nasir H, Ahmad W, Alam M (2020) Effect of various anti-washout admixtures on the properties of non-dispersible underwater concrete. Constr Build Mater 245:118469. https://doi.org/10.1016/j.conbuildmat.2020.118469
5. Aloisio A, Battista DL, Alaggio R, Fragiacomo M (2020) Sensitivity analysis of subspace-based damage indicators under changes in ambient excitation covariance, severity and location of damage. En. Struct 208:110235–110235. https://doi.org/10.1016/j.engstruct.2020.110235
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