The optimum configuration of FRP laminates of coupling shear wall concerning the load capacity
Subject Areas : Structural EngineeringHamoon Abroon Shahrbijary 1 , Ali Delnavaz 2
1 - aDepartment of Civil Engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran
2 - Department of civil and surveying engineering, Qazvin Branch, Islamic Azad University, Qazvin, Iran
Keywords:
Abstract :
[1] ACI 440R-96. State-of-the-Art Report on Fiber Reinforced Plastic (FRP) Reinforcement for Concrete Structures. American Concrete Institute 2002; 39.
[2] Meftah, S. A, Tounsi, A, Megueni A, Adda Bedia, E. A. Lateral Stiffness and Vibration Characteristics of RC Shear walls Bonded with Thin Composite Plates. Elsevier, J Compo structures 2006; 73(1):110-119.
[3] Meftah, S. A, Yeghnem. R, Tounsi A, Adda Bedia E. A. Seismic Behavior of RC Coupled Shear walls Repaired with CFRP Laminates Having Variable Fibers Spacing. Elsevier, J Constr and Building Materials 2007; 21 (8): 1661-1671.
[4] Dan D. Experimental tests on seismically damaged composite steel concrete walls retrofitted with CFRP composites. Elsevier, J Eng Structures 2012; 45:338–348.
[5] ElGawady, M., Lestuzzi, P. and Badoux, M. “Static Cyclic Response of Masonry Walls Retrofitted with Fiber-Reinforced Polymers”. Journal of Composites for Construction, 11(1), 50-61, 2007.
[6] Hamed, E. and Rabinovitch, O. “Masonry walls strengthened with composite materials – dynamic outof- plane behavior”. European Journal of Mechanics - A/Solids, 2008; 27(6), 1037-1059.
[7] Capozucca, R. “Experimental analysis of historic masonry walls reinforced by CFRP under in-plane cyclic loading”. Composite Structures, 94(1), 277-289, 2011.
[8] Konthesingha, K. M. C., Masia, M. J., Petersen, R. B., Mojsilovic, N., Simundic, G. and Page, A. W. “Static cyclic in-plane shear response of damaged masonry walls retrofitted with NSM FRP strips – An experimental evaluation”. Engineering Structures, 50, 126-136, 2013.
[9] El- Sokkary, H. and Galal, K. “Seismic Behavior of RC Shear Walls Strengthened with Fiber- Reinforced Polymer”. Journal of Composites for Construction, 17(5), 603-613, 2013.
[10] Umair, S., Numada, M., Amin, M. and Meguro, K. “Fiber reinforced polymer and polypropylene composite retrofitting technique for masonry structures”. Polymers, 7(5), 963-984, 2015.
[11] Bui, T.L., Si Larbi, A., Reboul, N. and Ferrier, E. "Shear behaviour of masonry walls strengthened by external bonded FRP and TRC”. Composite Structures, 132, 923-932, 2015.
[12] Cruz-Noguez, C., Lau, D., Sherwood, E., Hiotakis, S., Lombard, J., Foo, S. and Cheung, M. “Seismic behavior of RC shear walls strengthened for in-plane bending using externally bonded FRP sheets”. Journal of Composites for Construction, 19(1), 04014023, 2015.
[13] Mosallam A, Banerjee S. Enhancement in in-plane shear capacity of unreinforced masonry (URM) walls strengthened with fiber reinforced polymer composites. Elsevier, J Compo B Eng 2011; 42(6): 1657–1670.
[14] Marcari G, Oliveira DV, Fabbrocino G, Lourenco PB. Shear capacity assessment of tuff panels strengthened with FRP diagonal layout. Elsevier, J Compo B Eng 2011; 42(7): 1956–1965.
[15] ElGawady MA, Lestuzzi P, Badoux M. Aseismic retrofitting of unreinforced masonry walls using FRP. Elsevier, J Compo B Eng 2006; 37(2-3): 148–162.
[16] Altin S, Anil Ö, Kara ME, Kaya M. An experimental study on strengthening of masonry infilled RC frames using diagonal CFRP strips. Elsevier, J Compo B Eng 2008; 39(4): 680–693.
[17] Ozkaynak H, Yuksel E, Buyukozturk O, Yalcin C, Dindar AA. Quasi-static and pseudo- dynamic testing of infilled RC frames retrofitted with CFRP material. Elsevier, J Compo B Eng 2011; 42(2): 238–263.
[20] Ghasemi, S. H., "Target reliability analysis for structures", Ph.D. thesis, Auburn University, USA ,2014.
[22] Yanaka, M., Ghasemi, S. H. and Nowak, A. S. “Reliability-Based and Life-Cycle-Cost Oriented Design Recommendations for Prestressed Concrete Bridge Girders” Structural Concrete, Vol. 18, Issue 1, pp. 836-847, 2016. ABAQUS theory manual and users manual,version 6.14,3
[23] Eurocode 2: Design of concrete structures,” general rules and rules for buildings”, Brussels, part 1-1, 2004.
[24] Wang T., Hsu T.T.C. Nonlinear finite element analysis of concrete structures using new constitutive models. Computers and Structures 2001, 79(32): 2781–2791.
[25] Kmiecik P, Kaminski M. Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration. Archives of civil and mechanical Eng 2011, Vol. XI, No. 3.
[26] Altin,S., Ozgur, A., Yang Mur, K., Emin, K., ”Hysteretic behavior od RC shear walls strengthened with CFRP strips”, Elsevier, Composites: part B,44 2013 ,pp.321-329,2012.
[27] Ali Delnavaz, Mohammad Hamidnia “Analytical investigation on shape configuration of CFRP strips on lateral loading capacity of strengthened RC shear wall” Structural Concrete 17 2016, No.6 , pp 1059-1070.