Modeling constitutive relationship of sulfate-attacked concrete
Abstract
Sulfate attack is one of the most common factors responsible for the performance deterioration of concrete exposed to aggressive environment. The transport of sulfate in concrete is a gradual process causing a gradient sulfate attack in concrete. Nominal stress-strain relationship which is directly based on the whole cross-sectional area is not applicable in practical engineering because of its dependence on geometrical dimensions. In this...
Paper Details
Title
Modeling constitutive relationship of sulfate-attacked concrete
Published Date
Nov 1, 2020
Volume
260
Pages
119902 - 119902
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