Residual Flexural Strength of Reinforced Concrete Beams with Unbonded Reinforcement
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OpenAlex topics: Concrete Corrosion and Durability · Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials
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References (33)
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1. “Behavior and Repair of Deteriorated Reinforced Concrete Beams,”
2. Smith, D. N., and Wood, L. A., “The Structural Performance of Damaged Elements,”Proceedings of the International Seminar on The Life of Structures—The Role of Physical Testing, Brighton. 1989, pp. 181-190.10.1016/B978-0-408-04245-1.50025-X ↗
3. Structural Characteristics of RC Beams with Exposed Main Steel
4. Behavior of Concrete Beams with Exposed Reinforcement
5. Sharaf, H., and Soudki, K., “Strength Assessment of Reinforced Concrete Beams with Unbonded Reinforcement and Confinement with CFRP Wraps,”4th Structural Specialty Conference of the Canadian Society for Civil Engineering, Montreal, QC, Canada, June 5-8, 2002, 10 pp.
6. Bond between Ribbed Bars and Concrete. Part 1: Modified Model10.1680/macr.2005.57.7.371 ↗
7. Bond between Ribbed Bars and Concrete. Part 2: The Effect of Corrosion10.1680/macr.2005.57.7.383 ↗
8. Effect of Corrosion on the Bond between Steel and Concrete: An Overview10.1680/macr.2007.59.6.447 ↗
9. Structural Assessment of Corroded Reinforced Concrete Beams: Modeling Guidelines10.1061/(ASCE)0733-9445(2004)130:8(1214) ↗
10. FEM Simulations of Reinforced Concrete Beams Attacked by Corrosion
11. “Residual Strengths of Reinforced Concrete Beams With Heavy Deterioration,” Research Journal of Applied Sciences
12. Prediction of Ultimate Stress in Unbonded Prestressed Tendons10.1680/macr.2004.56.1.1 ↗
13. Stresses in External and Internal Unbonded Tendons: Unified Methodology and Design Equations10.1061/(ASCE)ST.1943-541X.0000202 ↗
14. The Ultimate Moment of Resistance of Unbonded Prestressed Concrete Beam10.1680/macr.1969.21.66.43 ↗
15. Ultimate Moment Resistance of Unbonded Partially Prestressed Reinforced Concrete Beams10.1680/macr.1976.28.97.203 ↗
16. Stresses in External Tendons at Ultimate
17. American Association of State Highway and Transportation Officials,AASHTO LRFD Bridge Design Specifications, AASHTO, Washington, DC, 1998, 1196 pp.
18. On the Stress in Unbonded Tendons at Ultimate: Critical Assessment and Proposed Changes
19. Simplified Methodology for the Evaluation of the Residual Strength of Corroded Reinforced Concrete Beams10.1061/(ASCE)CF.1943-5509.0000083 ↗
20. Estimation of Ultimate Stress in External FRP Tendons
21. BS 8110, “Structural Use of Concrete: Parts 1, 2, and 3,” British Standards Institution, London, UK, 1985, 60 pp.
22. CSA A23.3-94, “Design of Concrete Structures,” Canadian Standards Association, Rexdale, ON, Canada, 1994, 199 pp.
23. Proposed Equation for Ultimate Stress in External Tendons in Practical Engineering Design
24. Strength Assessment of Corrosion Damaged Reinforced Concrete Slabs and Beams
25. T.; Soudki, K.; and Topper, T., “Long-Term Performance of Corrosion-Damaged Reinforced Concrete Beams
26. ANSYS 13.0, “Help Manual,” ANSYS, Inc., Canonsburg, PA, 158 pp.
27. Willam, K. J., and Warnke, E. P., “Constitutive Model for Triaxial Behavior of Concrete,” Seminar on Concrete Structures Subjected to Triaxial Stresses, International Association of Bridge and Structural Engineering Conference, Bergamo, Italy, 1974, 174 pp.
28. Kachlakev, D. I.; Miller, T.; Yim, S.; Chansawat, K.; and Potisuk, T., “Finite Element Modeling of Reinforced Concrete Structures Strengthened with FRP Laminates,” California Polytechnic State University, San Luis Obispo, CA, and Oregon State University, Corvallis, OR, for Oregon Department of Transportation, May 2001, 99 pp.
29. Wolanski, A. J., “Flexural Behaviour of Reinforced and Prestressed Concrete Beams Using Finite Element Analysis,” MS thesis, Marquette University, Milwaukee, WI, 2004, 77 pp.
30. Park, S. D., “Analysis of FRP Strengthened Deep RC Members Using the STM and the FEM Approaches,” PhD dissertation, Syracuse University, Syracuse, NY, 2005, 134 pp.
31. Huang, J., “Durability Design for GFRP Bar Reinforced Concrete Members: A New Approach,” PhD dissertation, Syracuse University, Syracuse, NY, 2010, 184 pp.
32. Crack Identification in Reinforced Concrete Beams Using Ansys Software10.1007/s11223-010-9212-6 ↗
33. ACI 318-11, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.