Optimal FRP-strengthening strategy for corrosion-affected reinforced concrete columns
Author:
Affiliation:
1. School of Engineering and Technology, Central Queensland University , Cairns , Australia ;
2. College of Engineering and Science, Victoria University , Melbourne , Australia ;
3. School of Engineering, RMIT University , Melbourne , Australia ;
Funder
Australia and Australian Research Council
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/10.1080/15732479.2018.1476560
Reference59 articles.
1. Lifetime Performance Analysis of Existing Reinforced Concrete Bridges. I: Theory
2. Behavior of normal and high-strength concrete cylinders confined with E-glass/epoxy composite laminates
3. The PHI2 method: a way to compute time-variant reliability
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