General Stress-Strain Model for Steel- and FRP-Confined Concrete
Author:
Affiliation:
1. Associate Professor, Dept of Civil and Architectural Engineering, City Univ. of Hong Kong, Hong Kong SAR, China (corresponding author).
2. Associate Professor, College of Civil Engineering, Nanjing Forestry Univ., Nanjing 210037, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000511
Reference90 articles.
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2. Estudio experimental y modelo teórico del hormigón confinado lateralmente con polímeros reforzados con fibras (FRP)
3. Behavior of normal and high-strength concrete cylinders confined with E-glass/epoxy composite laminates
4. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete and commentary.” 318-95 Farmington Hills MI.
5. New Approach for Modeling Confined Concrete. I: Circular Columns
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