Moment-Shear Interaction Mechanism for Carbon Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Beams in Flexure
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Structural Load-Bearing Analysis
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References (23)
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1. Basler, K., “Strength of Plate Girders under Combined Bending and Shear,”Proceedings of ASCE, V. 87, ST7, Reprint No. 187(210) (61-14), Fritz Laboratory Reports Paper 71, 1961.10.1061/JSDEAG.0000698 ↗
2. Flexure-Shear Interaction Model for Longitudinally Reinforced Beams
3. Unified Calculation Method for Symmetrically Reinforced Concrete Section Subjected to Combined Loading
4. Flexural-Shear Interaction of Reinforced High Strength Concrete Beams
5. ACI Committee 440, “Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-08),” American Concrete Institute, Farmington Hills, MI, 2008, 76 pp.
6. Reinforced Concrete Beams with Plates Glued to Their Soffits10.1061/(ASCE)0733-9445(1992)118:8(2023) ↗
7. Plate End Debonding in FRP-Plated RC Beams—II: Strength Model10.1016/j.engstruct.2006.11.023 ↗
8. Shear-Bending Interaction in Debonding Failures of FRP-Plated RC Beams10.1260/136943303322419214 ↗
9. ACI Committee 318, “Building Code Requirements for Structural Concrete and Commentary (ACI 318-11),” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.
10. Size Effect in Shear Failure of Longitudinally Reinforced Beams
11. MacGregor, J. G.,Reinforced Concrete: Mechanics and Design, 3rd edition, Prentice Hall, Upper Saddle River, NJ, 1997, 939 pp.
12. Shear and Diagonal Tension
13. CEB-FIP, “CEB-FIP Model Code 90,” The International Federation for Structural Concrete, Lausanne, Switzerland, 1993.
14. Application of SRP Composite Sheets for Retrofitting Reinforced Concrete Beams: Cracking and Tensioning Stiffening10.1177/0731684409357799 ↗
15. Bond Behavior between Fiber-Reinforced Polymer Laminates and Concrete
16. Savioa, M.; Farracuti, B.; and Mazzotti, D., “Non-Linear Bond-Slip Law for FRP-Concrete Interface,”Proceedings of the 6th International Conference on FRP Reinforcement for Concrete Structures, 2003, pp. 163-172.10.1142/9789812704863_0013 ↗
17. Development of the Nonlinear Bond Stress-Slip Model of Fiber Reinforced Plastics Sheet-Concrete Interfaces with a Simple Method10.1061/(ASCE)1090-0268(2005)9:1(52) ↗
18. Bond-Slip Models for FRP Sheets/Plates Bonded to Concrete10.1016/j.engstruct.2005.01.014 ↗
19. Flexural and Interfacial Behavior of FRP-Strengthened Reinforced Concrete Beams10.1061/(ASCE)1090-0268(2007)11:6(629) ↗
20. Mechanics of Fibre-Reinforced Polymer-Concrete Interfaces10.1139/l06-107 ↗
21. Interfacial Stress Transfer of Near Surface-Mounted FRP-to-Concrete Joints10.1016/j.engstruct.2007.12.006 ↗
22. Mechanisms of Shear Resistance of Concrete Beams
23. Hsu, T. T. C., and Mo, Y. L.,Unified Theory of Concrete Structures, Wiley, West Sussex, UK, 2010, 518 pp.10.1002/9780470688892 ↗