Bond Deterioration Mechanism and Its Modeling for Reinforced Concrete Subjected to Freezing-Thawing Action
説明
A new bond model for reinforced concrete members considering material deterioration induced by freezing-thawing action has been developed. The developed model with the extensive applicability from non-damaged to severely damaged members can reasonably describe deterioration mechanism between steel bar and concrete.
収録刊行物
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- CONCREEP 10
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CONCREEP 10 1245-1250, 2015-09-17
American Society of Civil Engineers (ASCE)
