Stress-Block Parameters for Unconfined and Confined Concrete Based on a Unified Stress-Strain Model
Author:
Affiliation:
1. Graduate Assistant Researcher, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.
2. Zachry Professor 1, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000294
Reference9 articles.
1. ACI Committee 318. (2005). “Building code requirements for structural concrete (318-05) and commentary.” ACI 318R-05 Farmington Hills Mich.
2. Constitutive behavior of high-strength concrete under dynamic loads;Li B.;ACI Struct. J.,2000
3. Stress-strain behavior of high-strength concrete confined by ultra-high and normal-strength transverse reinforcements;Li B.;ACI Struct. J.,2001
4. Observed Stress‐Strain Behavior of Confined Concrete
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