This paper compares a number of different moment-curvature models for cracked concrete sections that contain both steel and external fiber-reinforced polymer (FRP) reinforcement. The question of whether to use a whole-section analysis or one that considers the FRP separately is discussed.
Guan, G., Burgoyne, C. Comparison of Moment-Curvature Models for Fiber- Reinforced Polymer Plate-End Debonding Studies Using Global Energy Balance Approach,
American concrete institute, 2014, с. 27-36.
Guan, G., Burgoyne, C. .
Comparison of Moment-Curvature Models for Fiber- Reinforced Polymer Plate-End Debonding Studies Using Global Energy Balance Approach.
: American concrete institute, 2014, с. 27-36.
Guan, G., Burgoyne, C. (2014)
Comparison of Moment-Curvature Models for Fiber- Reinforced Polymer Plate-End Debonding Studies Using Global Energy Balance Approach,
: American concrete institute, с. 27-36
Guan, G., & Burgoyne, C.
(2014).
Comparison of Moment-Curvature Models for Fiber- Reinforced Polymer Plate-End Debonding Studies Using Global Energy Balance Approach. ACI Structural journal. American concrete institute 111 (1), с. 27-36.
