Corrosion-induced cracking fragility of RC bridge with improved concrete carbonation and steel reinforcement corrosion models-Reference-Cited by-同舟云学术

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Corrosion-induced cracking fragility of RC bridge with improved concrete carbonation and steel reinforcement corrosion models

Published:2020-04 Issue: Volume:208 Page:110313
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Sun Bo,Xiao Ru-cheng,Ruan Wei-dong,Wang Peng-bo

Funder

National Natural Science Foundation of China

Natural Science Foundation of Zhejiang Province

Innovative Experiment Project of ZJUT

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference56 articles.

1. Tuutti K. Corrosion of steel in concrete. Stockholm: Swedish Cement and Concrete Research Institute; 1982. Report nr 0346-6906.

2. Prediction of durability for RC columns with crack and joint under carbonation based on probabilistic approach;Kwon;Int J Concr Struct Mater,2011

3. Model for practical prediction of natural carbonation in reinforced concrete: Part 1-formulation;Ekolu;Cem Concr Compos,2018

4. Experimental study on effects of CO2 concentrations on concrete carbonation and diffusion mechanisms;Cui;Constr Build Mater,2015

5. Guiglia M, Taliano M. Comparison of carbonation depths measured on in-field exposed existing r.c. structures with predictions made using fib-Model Code 2010. Cem Concr Compos 2013;38(2):92–108.

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