Archive of IJHRB


Archive of IJHRB


Vol. - No. Vol.10 - No.4
Date Dec., 2021
Title Post-fire Repair of Concrete Structural Members:
A Review on Fire Conditions and Recovered Performance
Author Jin Qiu1, Liming Jiang1, and Asif Usmani1
Institutions 1Department of Building Services Engineering, The Hong Kong Polytechnic University, Hong Kong, China
Abstract Concrete structures may rarely collapse in fire incidents but fire induced damage to structural members is inevitable as a
result of material degradation and thermal expansion. This requires certain repairing measures to be applied to restore the
performance of post-fire members. A brief review on investigation of post-fire damage of concrete material and concrete
structural members is presented in this paper, followed by a review of post-fire repair research regarding various types of
repairing techniques (FRP, steel plate, and concrete section enlargement) and different type of structural members including
columns, beams, and slabs. Particularly, the fire scenarios adopted in these studies leading to damage are categorized as three
levels according to the duration of gas-phase temperature above 600oC (t600). The repair effectiveness in terms of recovered
performance of concrete structural members compared to the initial undamaged performance has been summarized and
compared regarding the repairing techniques and fire intensity levels. The complied results have shown that recovering the
ultimate strength is achievable but the stiffness recovery is difficult. Moreover, the current fire loading scenarios adopted in the
post-fire repair research are mostly idealized as constant heating rates or standard fire curves, which may have produced
unrealistic fire damage patterns and the associated repairing techniques may be not practical. For future studies, the realistic
fire impact and the system-level structural damage investigation are necessary.
Keyword Post-fire performance, concrete structures, structural performance, fire loading, post-fire repair
PP. PP.323~334
Paper File Files(2818 kb) View

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