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Bond Deterioration Mechanism and Its Modeling for Reinforced Concrete Subjected to Freezing-Thawing Action
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.
Bond Deterioration Mechanism and Its Modeling for Reinforced Concrete Subjected to Freezing-Thawing Action
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.
Bond Deterioration Mechanism and Its Modeling for Reinforced Concrete Subjected to Freezing-Thawing Action
Kanazawa, T. (author) / Sato, Y. (author)
10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures ; 2015 ; Vienna, Austria
CONCREEP 10 ; 1245-1250
2015-09-18
Conference paper
Electronic Resource
English
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