Influence of stress damage and high temperature on the freeze–thaw resistance of concrete with fly ash as fine aggregate
Abstract
A multifactor coupling test protocol was designed to determine the freeze–thaw resistance of concrete with fly ash as fine aggregate (CFA). Rapid freeze–thaw tests were conducted to measure the mass loss and relative dynamic modulus of elasticity of concrete specimens to evaluate their freeze–thaw resistance. The test results show that the freeze–thaw resistance of the concrete decreases with the increase in the initial stress damage. The...
Paper Details
Title
Influence of stress damage and high temperature on the freeze–thaw resistance of concrete with fly ash as fine aggregate
Published Date
Dec 1, 2019
Volume
229
Pages
116845 - 116845
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