3D meso-scale modelling of the bonding failure between corroded ribbed steel bar and concrete-Reference-Cited by-同舟云学术

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3D meso-scale modelling of the bonding failure between corroded ribbed steel bar and concrete

Published:2022-04 Issue: Volume:256 Page:113939
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Liu Mengjia,Jin Liu,Chen Fengjuan,Zhang Renbo,Du Xiuli

Funder

National Natural Science Foundation of China

Foundation for Innovative Research Groups of the National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference81 articles.

1. Correction factor suggestion for ACI development length provisions based on flexural testing of RC slabs with various levels of corroded reinforcing bars;Chung;Eng Struct,2004

2. Probabilistic prediction with Bayesian updating for strength degradation of RC bridge beams;Ma;Struct Saf,2013

3. Experimental investigation of fatigue bond behavior between deformed steel bar and concrete;Zhang;Cem Concr Compos,2020

4. Bond behaviour of normal/recycled concrete and corroded steel bars;Zhao;Constr Build Mater,2013

5. The bond behavior between concrete and corroded steel bar under repeated loading;Lin;Eng Struct,2017

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