نمودارهای اندرکنش ستون بتنی مسلح توخالی محصور با FRP

[1] سازمان مدیریت و برنامه ریزی کشور، نشریه شماره 345 ، راهنمای طراحی و ضوابط اجرایی بهسازی ساختمانهای بتنی موجود با .FRP استفاده از مصالح تقویتی

[2] Hadi, M.N.S.; “Behavior of FRP wrapped normal strength concrete columns under eccentric loading”,Composite Structures, 72, pp: 503-511, 2006.

[3] Yazici, V.; Hadi, M.N.S; “Axial Load-Bending Moment Diagrams of Carbon FRP Wrapped Hollow Core Reinforced Concrete Columns”, JOURNAL OF COMPOSITES FOR CONSTRUCTION © ASCE /JULY/ AUGUST, 2009.

[4] Hsu, HL.; Liang, LL.; “Performance of hollow composite members subjected to cyclic eccentric loading”, Earthq Eng Struct Dyn, 32, pp: 443 – 61,2003.

[5] Lignola, GP.; Prota, A.; Manfredi, G.; Cosenza,E.; “Deformability of reinforced concrete hollow columns confined with CFRP”, ACI Struct J, 104(5),pp: 629 – 37, 2007.

[6] Teng, J.G.; Chen, J.F.; Smith, S.T.; and Lam, L.; “FRP - strengthened RC structures”, Wiley, West Sussex,

U.K, 2002.

[7] Samaan, M.; Mirmiran, A.; Shahawy, M.; “Model of concrete confined by fibre composite”, J Struct Eng,

124 (9), pp: 1025 – 31, 1998.

[8] Spoelstra, M.R.; Monti, G.; “FRP-confined concrete model”, J Compos, Constr, 33, pp: 143 – 150, 1999.

[9] Toutanji, H.A.; Balaguru, P.; “Effects of freezethaw exposure on performance of concrete columns

strengthened with advanced composites”, ACI Mater J, 96(6), pp: 605 – 10, 1999.

[10] Nanni, A.; Bradford, N.M.; “FRP jacketed concrete under uniaxial compression”, Constr. Build, Mater,

92, pp: 115 – 124, 1995.

[11] Mirmiran, A.; Shahawy, M.; “Behavior of concrete confined by fiber composites”, J, Struct, Eng, 123 (5),

pp: 583 – 590, 1997.

[12] Fam, A.Z.; Rizkalla, S.H.; “Behavior of axially loaded concrete-filled fiber reinforced polymer tubes”, ACI

Struct, J, 9 (83), pp: 280 – 289, 2001.

[13] Lignola, G.P.; Prota, A.; Manfredi, G.; Cosenza, E.; “Experimental Performance of RC Hollow Columns

Confined with CFRP”, J Compos Constr, 11(1), pp:42 – 9, 2007.

[14] Hadi, M.N.S.; “The behavior of FRP wrapped HSC columns under different eccentric loads”, J Compos

Struct, 78(4), pp: 560 – 566,2007.

[15] Xiao Y, Wu H. 2003. Compressive behavior of concrete confined by various types of FRP composites

jackets. J Reinf Plast Compos; 22(13), pp: 1187 –202.

[16] Richart, F.E.; Brandtzaeg, A.; Prown, R.L.; “A study of the failure of concrete under combined compressive

stress”. Bulletin No 190, Engineering Experiment Station, University of Illinois, Urbana 1928; April,73, 1928.

[17] Karbhari, V.M.; Gao, Y.; “Composite jacketed concrete under uniaxial compression – verification of

simple design equations”. J Mater Civil Eng, 9(4), pp:185 – 93, 1997.

[18] ACI318, “Building code requirements for structural concrete”, American Concrete Institute, USA, 2002.

[19] “Australian Standards 3600, Concrete structures”,Australian Standard, Australia 2001.

[20] Lam, L.; Teng, J.G.; “Strength models for fiberreinforced plastic-confined concrete”. J Struct Eng,

128(5), pp: 612 – 22, 2002.

[21] Kusumawardaningsih, Y.; Had,i M.N.S.;“Comparative behavior of hollow columns confined with FRP composites”, Compos Struct, doi, 10.1016,2010.

[22] Zahn, F.A.; Park, R.; and Priestley, M.J.N.; “Flexural strength and ductility of circular hollow reinforced

concrete columns without confinement on inside face”,, ACI Struct, J, 8(72), pp: 156 – 166, 1990.

[23] William, K.J.; Warnke, E.P.; “Constitutive model for the triaxial behavior of concrete. IABSE Proc”, Int,

Association for Bridge and Structural Engineering,Zürich, 1975.

[24] Mander, J.B.; Priestley, M.J.N.; and Park, R.;“Theoretical stress-strain model for confined concrete”, J, Struct, Eng, 114 (8), pp: 1804 –1826,1988.

[25] Darwin, D.; Pecknold, D.A.; “Analysis of cyclic loading of plane reinforced concrete structures”.Comput. Struct, 71, pp: 137 – 147, 1977.

[26] Popovics, S.; “A numerical approach to the complete stress-strain curves of concrete”, Cem, Concr, Res,

35, pp: 583 – 599, 1973.

[27] Yuan, X.F.; Lam, L.; Teng, J.G.; Smith, S.T.; “FRPconfined RC columns under combined bending and

compression: a comparative study of concrete stress –strain models”, FRP Composites in Civil Engineering;

I, pp: 749 – 58, 2001.

[28] Ozbakkaloglu, T.; Saatcioglu, M.; “Seismic Performance of Square High-Strength Concrete Columns in FRP Stay - in - Place Formwork”, Journal

of Structural Engineering © ASCE, 2007.

[29] Lignola, G.P.; Prota, A.; Manfredi, G.; Cosenza, E.;“Experimental Performance of RC Hollow Columns

Confined with CFRP”, J Compos Constr, 11(1), pp:42 – 9, 2007.

[30] Jankowiak, T.; Lodygowski, T.; “Identifiction of Parameters of Concrete Damage Plasticity Constitutive model” oznzn University of Technology,Poznan 2005, ISSN 1642 - 9303.