A New Bond Degradation Model for Freeze–Thaw-Damaged Reinforced Concrete-Reference-Cited by-同舟云学术

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A New Bond Degradation Model for Freeze–Thaw-Damaged Reinforced Concrete

Published:2023-08 Issue:8 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Berto Luisa¹^ORCID,Saetta Anna²^ORCID,Talledo Diego³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Architecture and Arts, Univ. IUAV of Venezia, Dorsoduro 2206, Venezia 30123, Italy. ORCID: .

2. Full Professor, Dept. of Architecture and Arts, Univ. IUAV of Venezia, Dorsoduro 2206, Venezia 30123, Italy. ORCID: .

3. Assistant Professor, Dept. of Architecture and Arts, Univ. IUAV of Venezia, Dorsoduro 2206, Venezia 30123, Italy (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11577

Reference61 articles.

1. Coupled damage model for RC elements assessment under environmental degradation;Berto L.;ACI Spec. Publ.,2015

2. A coupled damage model for RC structures: Proposal for a frost deterioration model and enhancement of mixed tension domain

3. Constitutive model of concrete damaged by freeze–thaw action for evaluation of structural performance of RC elements

4. Numerical modelling of bond behaviour in RC structures affected by reinforcement corrosion

5. Bertolini, L., B. Elsener, P. Pedeferri, and R. Polder. 2004. Corrosion of steel in concrete. Weinheim, Germany: Wiley-VCH.

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