Please use this identifier to cite or link to this item: https://www.um.edu.mt/library/oar/handle/123456789/129367
Title: Effects of low-cost repair techniques on restoration of mechanical properties of fire-damaged concrete
Authors: Noman, Muhammad
Yaqub, Muhammad
Abid, Muhammad
Musarat, Muhammad Ali
Vatin, Nikolai Ivanovich
Usman, Muhammad
Keywords: Concrete -- Fire testing
Nondestructive testing
Concrete construction
Building, Fireproof
Building materials -- Fire testing
Issue Date: 2022
Publisher: Frontiers Research Foundation
Citation: Noman, M., Yaqub, M., Abid, M., Musarat, M. A., Vatin, N. I., & Usman, M. (2022). Effects of low-cost repair techniques on restoration of mechanical properties of fire-damaged concrete. Frontiers in Materials, 8, 801464.
Abstract: Researchers have conducted numerous investigations on various repair techniques to restore the mechanical properties of fire-damaged concrete. However, most of the techniques are either expensive or require high technical skills. As a continuous work, this study involved an experimental investigation of the effects of various low-cost repair techniques to restore the mechanical properties of fire-damaged concrete. Sixty cylindrical concrete samples were subjected to heat ranging from 400°C to 800°C in a propane gas furnace. The samples were categorized into six groups, including the following: undamaged, fire-damaged, and fire-damaged and repaired using water curing; fire-damaged and repaired using cement-based slurry injection; re-curing fire-damaged and repaired with steel wire mesh along with epoxy resin wrapping; and fire-damaged and repaired using epoxy injection. The samples were tested for non-destructive and destructive tests, including ultrasonic pulse velocity, rebound hammer, and compressive strength. The results showed that the use of cement-based slurry injection along with the water-curing repair technique could regain almost 90% of its ultimate strength and secant stiffness, making it the most effective low-cost repair technique for fire-damaged concrete exposed up to 700°C.
URI: https://www.um.edu.mt/library/oar/handle/123456789/129367
Appears in Collections:Scholarly Works - FacBenCPM



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