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

T. Kanazawa, Yasuhiko Sato

研究成果: Conference contribution

2 被引用数 (Scopus)

抄録

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.

本文言語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
出版社American Society of Civil Engineers (ASCE)
ページ1245-1250
ページ数6
ISBN(電子版)9780784479346
DOI
出版ステータスPublished - 2015 1 1
外部発表はい
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
国/地域Austria
CityVienna
Period15/9/2115/9/23

ASJC Scopus subject areas

  • 材料力学
  • 建築および建設

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