Research Article
Aug 1982

Epoxy-Repaired Concrete Walls Under Fire Exposure

Publication: Journal of the Structural Division
Volume 108, Issue 8

Abstract

The strength properties and other important parameters regarding the behavior of epoxy repaired concrete walls during fire exposure are experimentally determined. Both ASTM E-119 and the SDHI time-temperature pseudo fire exposures are considered in evaluating the fire ratings of epoxy-repaired concrete walls. Conclusions are provided regarding the inter-relationship between fire performance and wall thickness, crack width, duration and intensity of fire exposure and the type of epoxy adhesives.

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Published In

Journal of the Structural Division
Volume 108Issue 8August 1982
Pages: 1894 - 1908

History

Published in print: Aug 1982
Published online: Feb 1, 2021

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Joseph M. Plecnik, AM.ASCE
Assoc. Prof., Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, N.C. 27650
Boris Bresler, F.ASCE
Principal, Wiss, Janney, Elstner and Associate, Emeryville, Calif.
Hon M. Chan
Grad. Research Assoc., California State Univ., Long Beach, Calif.
M. Pham
Assoc. Prof., Dept. of Civ. Engrg., California State Univ., Long Beach, Calif.
James Chao
Assoc. Prof., Dept. of Civ. Engrg., California State Univ., Long Beach, Calif.

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