Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in) / Sato, Y. (Autor:in)
10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures ; 2015 ; Vienna, Austria
CONCREEP 10 ; 1245-1250
18.09.2015
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Bond Characteristics of FRP Rod and Concrete After Freezing and Thawing Deterioration
British Library Conference Proceedings | 1993
|Deterioration of Concrete Freezing-Thawing in Different Salts Solution
Trans Tech Publications | 2009
|Deterioration of Concrete Freezing-Thawing in Different Salts Solution
British Library Online Contents | 2009
|Deterioration of Concrete Freezing-Thawing in Different Salts Solution
British Library Conference Proceedings | 2009
|Prediction of Concrete Deterioration of Cyclic Freezing and Thawing
British Library Online Contents | 1997
|