Flexural performance evaluation of corroded steel beams based on 3D corrosion morphology
Author:
Affiliation:
1. State Key Laboratory of Green Building in Western China, Xi’an University of Architecture &Technology, Xi’an, China;
2. Key Lab of Engineering Structural Safety and Durability, Xi’an University of Architecture &Technology, Xi’an, China
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/15732479.2020.1713169
Reference28 articles.
1. Strength and deformability of corroded steel plates under quasi-static tensile load
2. Prediction of residual strength of corroded tensile steel plates
3. Characterization of steel corrosion in mortar by various electrochemical and physical techniques
4. Chen, L. (2010). Study on the deterioration properties of corroded steel (Master's thesis). Xi’an University of Architecture and Technology, Xi’an, China.
5. Tensile strength assessment of corroded small scale specimens
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