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

T. Kanazawa, Yasuhiko Sato

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Citations (Scopus)

Abstract

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.

Original languageEnglish
Title of host publicationCONCREEP 2015
Subtitle of host publicationMechanics 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
PublisherAmerican Society of Civil Engineers (ASCE)
Pages1245-1250
Number of pages6
ISBN (Electronic)9780784479346
DOIs
Publication statusPublished - 2015 Jan 1
Externally publishedYes
Event10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures, CONCREEP 2015 - Vienna, Austria
Duration: 2015 Sept 212015 Sept 23

Other

Other10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures, CONCREEP 2015
Country/TerritoryAustria
CityVienna
Period15/9/2115/9/23

ASJC Scopus subject areas

  • Mechanics of Materials
  • Building and Construction

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