مدل‏های رفتاری المان بتن مسلح ترمیم یافته با پوشش FRP پس از خوردگی آرماتور

[1]ا. قربی؛ م. سلطانی محمدی؛ ”توسعه مدل رفتار فشاری  بتن محصور شده با FRP  نشریه بین المللی علوم مهندسی، جلد 19، شماره 8، ص 97-109، 1387

[2]س. رهنمای سپهر؛ م. سلطانی محمدی؛ ”مدلسازی رفتار سخت شدگی کششی المانهای بتن مسلح تقویت شده با FRP  در کشش خالص“، پذیرفته شده برای چاپ در مجله علمی و پژوهشی شریف، 1387

[3]صفائیان، امین، ” رفتار غیرخطی و مدل های رفتاری المان بتن مسلح ترمیم یافته با ورقهای FRP پس از خوردگی آرماتور“، پایان نامه کارشناسی ارشد مهندسی عمران- سازه، دانشکده مهندسی عمران و محیط زیست، . دانشگاه تربیت مدرس، 1387

[4] Toongoenthong, K.; Maekawa, K.; “Multimechanical approach to structural performance assessment of corroded RC members in shear”, Department of civil engineering, University of Tokyo, Japan.

[5] Gambarova, P.; Coronelli, D.; “Structural assessment of corroded reinforced concrete beams: Modeling guidelines”,Journal of Structural Engineering, ASCE, August , 2004.

[6]Maekawa, K.; Okamura, H.; “The Deformational Behaviour and Constitutive Equation of Concrete Using Elasto-Plastic and Fracture Model”, Journal of the Facualty of Engineering, University of Tokyo, v.37, No.2, pp.253-328, 1983.

[7]Broomfeild, J.P., “Corrosion of steel in concrete, Understanding, Investigation and Repair”, E & FN Spon Publishing Company, London, 1997.

[8]Okamura, H.; Maekawa, K.; “Nonlinear analysis and constitutive models of reinforced concrete”, Tokyo (Japan): Gihodo-shuppan, 1991.

[9]Okamura, H.; Maekawa, K.; Sivasubramaniyam, S., “Verification of Modeling for Reinforced Concrete Finite Element”, Finite Element Analysis of Reinforced Concrete Structures, ASCE, pp.528-543, 1985.

[10] Li, B.; Maekawa, K.; Okamura, H.; “Contact Density Model for Stress Transfer across Cracks in Concrete”, Journal of the Facualty of Engineering, University of Tokyo, v.40, No.1, pp.9-52, 1989.

[11]Vecchio, F.J.; Collins, M.P.; “The modified compression-field theory for reinforced concrete elements subjected to shear”, ACI Journal, Vol.83, No.2, pp.219-231, 1986.

[12]Morita, S.; Kaku, T.; “Experimental study on the deformation of axially reinforced concrete prisms subjected to tension and drying”, CAJ Review of the 18 General Meeting, pp.205-209, 1964.

[13]Collins, M.P.; Vecchio, F.J.; “The Response of Reinforced Concrete to In-Plane Shear and Normal Stresses”, University of Toronto, 1982.

[14]Shima, H.; Chou, L.; Okamura, H.; “Micro and Macro Models for Bond Behaviour in Reinforced Concrete”, Journal of the Facualty of Engineering, University of Tokyo, v.39, No.2, pp.133-194, 1987.

[15]Salem, H.M.M.; “Enhanced tension stiffening model and application to nonlinear dynamic analysis of reinforced concrete”, Doctoral dissertation, Department of civil engineering,

University of Tokyo, Japan, 1998.

[16]Shima, H.; Chou, L.; Okamura, H.; “Micro and Macro Models for Bond Behaviour in Reinforced Concrete”, Journal of the Facualty of Engineering, University of Tokyo, v.39, No.2, pp.133-194, 1987.

[17]Rodriguez, J.; Ortega, LM.; Casal, J.; “Corrosion of reinforcing bars and service life of RC structures: Corrosion and bond deterioration”, International conference concrete across borders’, Vol II, 1994.

[18]F´ederation International du B´eton (FIB), “Bond of reinforcement in concrete”, State-of-Art Rep., Bulletin No.10, International Federation for Structural Concrete, Switzerland, 2000.

[19]Ghandehari, M.; Zulli, M.; Shah, S.P.; “Influence of corrosion on bond degradation in reinforced concrete”, Polytechnic Univrsity, Brooklin, NY.

[20]Clark, L.A.; Saifullah, M.; “Effect of corrosion on reinforcement bond strength”, In: Forde M, editor., Proceedings of 5th international conference on structural faults and repairs, vol. 3., Edinburgh: Engineering Technical Press, pp.113–119, 1993.

[21]Vidal, T.; Castel, A.; Francois, R.; “Analyzing crack width to predict corrosion in reinforced concrete”, Cement and Concrete Research, v.34, pp.165-174, 2004.

[22]Gambarova, P.; Rosati, G.; Zasso, B.; “Steel-to-Concrete bond after concrete splitting: Constitutive laws and interface deterioration”, Materials and Structures, v.22, pp.347-356, 1989.

[23]Lee, H.S.; Kage, T.; Noguchi, T.; Tomosawa, F.; “An experimental study on the retrofitting effects of reinforced concrete columns damaged by rebar corrosion strengthened with carbon fiber sheets”, Cement and Concrete Research, No.33, pp.563-570, September , 2002.

[24]Ozden, S.; Akpinar, E.; “Effect of confining FRP overlay on bond strength

enhancement”, Elsevier Science Ltd., Construction and Building Materials, v.21, pp.1377-1389, 2007.

[25]Berto, L.; Simioni, P.; Saetta, A.; “Numerical Modeling of bond behavior in RC structures affected by reinforcement corrosion”, Engineering Structures, August, 2007.

[26]Haskett, M.; Oehlers, D.J.; Mohamed Ali; M.S., “Local and global bond characteristics of steel reinforcing bars”, Engineering Structures, No.30, pp.376-383, April, 2007.