Tension Stiffening Model for Concrete Beams Reinforced with Steel and FRP Bars
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506.
2. Associate Professor, Dept. of Civil Engineering, Kansas State Univ., Manhattan, KS 66506 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282006%2918%3A6%28831%29
Reference27 articles.
1. Analytical Prediction of Flexural Behavior of Concrete Beams Reinforced by FRP Bars
2. Brittle failure in FRP plate and sheet bonded beams;Arduini M.;ACI Struct. J.,1997
3. Crack band theory for fracture of concrete
4. Flexural response of concrete beams reinforced with FRP reinforcing bars;Benmokrane B.;ACI Struct. J.,1996
5. Tension stiffening and cracking of concrete reinforced with glass fiber reinforced polymer (GFRP) bars
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