참고문헌
- Amleh, L. and Mirza, M. S. (1999), "Corrosion influence on bond between steel and concrete", ACI Struct. J., 96(3), 415-423.
- Choi, C. K. and Cheung, S. H. (1996), "Tension stiffening model for planar reinforced concrete members", Comput. Struct., 59, 179-190. https://doi.org/10.1016/0045-7949(95)00146-8
- Coronelli, D. and Gambarova, P. (2004), "Structural assessment of corroded reinforced concrete beams: Modeling Guidelines", J. Struct. Eng., ASCE, 130(8), 1214-1224. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:8(1214)
- Dekoster, M., Buyle-Bodin, F., Maurel, O. and Delmas, Y. (2003), "Modeling of the flexural behavior of RC beams subjected to localized and uniform corrosion", Eng. Struct., 25, 1333-1341. https://doi.org/10.1016/S0141-0296(03)00108-1
- Ghalehnovi, M. (2004), "Characteristic relations in nonlinear finite element analysis with considering corrosion and bond-slip", PhD thesis, Iran University of Science and Technology, Tehran, Iran (In Persian).
- Gupta, A. K. and Maestrini, S. R. (1990), "Tension stiffness model for cracked reinforced concrete", J. Struct. Eng. ASCE, 116(3), 769-790. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:3(769)
- Kupfer, H. B., Hildsdorf, H. K. and Ruch, H. (1969), "Behavior of concrete under biaxial stresses" ACI J., 66(8), 656-66.
- Lee, H. S., Noguchi T. and Tomosawa F. (2000), "Analytical evaluation of structural performance of reinforced concrete beams considering degree of reinforcing bar corrosion", Proceedings of Fourth International Conference on Repair, Rehabilitation and Maintenance of Concrete Structures and Innovations in design and Construction, Seoul, Korea, SP 193-46, 779-789.
- Lundgren, K. (1999), "Three dimensional modeling of bond in reinforcement concrete, theoretical model, experiment and applications", PhD thesis, Department of Structural Engineering, Chalmers University of Technology, Gotenberg, Sweden.
- Lundgren, K. (2001), "Bond between corroded reinforcement and concrete", Report No.00:3, Department of Structural Engineering, Chalmers University of Technology, Gotenberg, Sweden.
- Okamura, H. and Kim, I. H. (2000), "Seismic performance check and size effect FEM analysis of reinforced concrete", Eng. Fracture Mech, 65, 369-389. https://doi.org/10.1016/S0013-7944(99)00122-8
- Rizkalla, S. H. and Hwang, L. S. (1984), "Crack prediction for members in uniaxial tension", ACI J., 81, 572-579.
- Shayanfar, M. A. (1995), "Nonlinear finite element analysis of normal and high strength concrete structures", PhD thesis, McGill University, Montreal, Canada.
- Shayanfar, M. A., Kheyroddin, A. and Mirza, M. S. (1997), "Element size effects in nonlinear analysis of reinforced concrete members", Comput. Struct., 62(2), 339-352. https://doi.org/10.1016/S0045-7949(96)00007-7
- Somayaji, S. and Shah, S. P. (1981), "Bond stress versus slip relationships and cracking response of tension members", ACI J., 78, 217-225.
- Thorenfeldt, E., Tamaszemicz, A. and Jenson, J. J. (1987), "Mechanical properties of high strength concrete and application in design", Proceedings of International Symposium on Utilization of High Strength Concrete, Stanvanger, Norway, 149-159.
- Wollrab, E., Kulkarni, S. M., Ouyang, C. and Shah, S. P. (1996), "Response of reinforced concrete panels under uniaxial tension", ACI Struct. J., 93(6), 648-657.
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