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. American concrete institute, 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. p. с. 27-36.
