A crack model for corroded reinforced concrete elements subject to cyclic loading
Author:
Affiliation:
1. Full Professor, Department of Engineering and Architecture, University of Parma, Italy (corresponding author: )
2. Post-Doctoral Research Fellow, Department of Engineering and Architecture, University of Parma, Italy
Publisher
Thomas Telford Ltd.
Subject
Building and Construction,Civil and Structural Engineering
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jbren.20.00044
Reference52 articles.
1. Effect of degree of corrosion on the properties of reinforcing steel bars
2. Tensile behavior of corroded reinforcing steel bars BSt 500s
3. Physical Approach for Reinforced-Concrete (PARC) Membrane Elements
4. Shear Capacity of Normal, Lightweight, and High-Strength Concrete Beams according to Model Code 2010. II: Experimental Results versus Nonlinear Finite Element Program Results
5. Modeling approaches suitable for pushover analyses of RC structural wall buildings
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