Bond Deterioration Mechanism and Its Modeling for Reinforced Concrete Subjected to Freezing-Thawing Action

T. Kanazawa, Yasuhiko Sato

研究成果: Conference contribution

抜粋

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.

元の言語English
ホスト出版物のタイトルCONCREEP 2015
ホスト出版物のサブタイトルMechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures - Proceedings of the 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures
出版者American Society of Civil Engineers (ASCE)
ページ1245-1250
ページ数6
ISBN(電子版)9780784479346
DOI
出版物ステータスPublished - 2015 1 1
外部発表Yes
イベント10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures, CONCREEP 2015 - Vienna, Austria
継続期間: 2015 9 212015 9 23

Other

Other10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures, CONCREEP 2015
Austria
Vienna
期間15/9/2115/9/23

    フィンガープリント

ASJC Scopus subject areas

  • Mechanics of Materials
  • Building and Construction

これを引用

Kanazawa, T., & Sato, Y. (2015). Bond Deterioration Mechanism and Its Modeling for Reinforced Concrete Subjected to Freezing-Thawing Action. : CONCREEP 2015: Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures - Proceedings of the 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures (pp. 1245-1250). American Society of Civil Engineers (ASCE). https://doi.org/10.1061/9780784479346.148