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2018 | OriginalPaper | Chapter

22. Seismic Performance of a Full-Scale FRP Retrofitted Sub-standard RC Building

Authors : Alper Ilki, Erkan Tore, Cem Demir, Mustafa Comert

Published in: Recent Advances in Earthquake Engineering in Europe

Publisher: Springer International Publishing

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Abstract

External jacketing of columns with Fiber Reinforced Polymers (FRPs) is a promising retrofitting technique for improving seismic performance of sub-standard reinforced concrete (RC) buildings. The enhancement in deformation capacity and shear strength of jacketed members helps to prevent the brittle collapse mechanism of buildings with inadequate ductility. This paper provides an overview on the retrofitting of columns with FRP jacketing for particularly ductility enhancement and gives a brief summary of seismic strengthening recommendations of various design documents. In addition, a recent full-scale test conducted simultaneously on an as-built and a FRP retrofitted building, which are identical with design geometry, material quality and seismic deficiencies, is briefly presented and the performance of the retrofitting technique is evaluated. Finally, analytical behavior obtained through nonlinear static analyses executed using FRP-confined concrete models recommended in different technical documents are reviewed in comparison with the experimental behavior.

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previous chapter Technologies for Seismic Retrofitting and Strengthening of Earthen and Masonry Structures: Assessment and Application

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Abbasnia R, Hosseinpour F, Rostamian M, Ziaadiny H (2012) Effect of corner radius on stress-strain behavior of FRP confined prisms under axial cyclic compression. Eng Struct 40:529–535. https://doi.org/10.1016/j.engstruct.2012.03.020 CrossRef

ACI Committee 318 (2014) Building code requirements for structural concrete ACI 318-14. American Concrete Institute, Farmington Hills

ACI Committee 440 (2017) Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures ACI 440.2R-17. American Concrete Institute, Farmington Hills

Akguzel U, Pampanin S (2012) Assessment and design procedure for the seismic retrofit of reinforced concrete beam-column joints using FRP composite materials. J Compos Constr 16:21–34. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000242 CrossRef

Antonopoulos CP, Triantafillou TC (2003) Experimental investigation of FRP-strengthened RC beam-column joints. J Compos Constr 7:39–50CrossRef

Bai YL, Dai JG, Teng JG (2017) Buckling of steel reinforcing bars in FRP-confined RC columns: an experimental study. Constr Build Mater 140:403–415. https://doi.org/10.1016/j.conbuildmat.2017.02.149 CrossRef

Balsamo A, Colombo A, Manfredi G et al (2005) Seismic behavior of a full-scale RC frame repaired using CFRP laminates. Eng Struct 27:769–780. https://doi.org/10.1016/j.engstruct.2005.01.002 CrossRef

Barros JAO, Dias SJE, Lima JLT (2007) Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams. Cem Concr Compos 29:203–217. https://doi.org/10.1016/j.cemconcomp.2006.09.001 CrossRef

Barros JAO, Varma RK, Sena-Cruz JM, Azevedo AFM (2008) Near surface mounted CFRP strips for the flexural strengthening of RC columns: experimental and numerical research. Eng Struct 30:3412–3425. https://doi.org/10.1016/j.engstruct.2008.05.019 CrossRef

Binici B, Ozcebe G, Ozcelik R (2007) Analysis and design of FRP composites for seismic retrofit of infill walls in reinforced concrete frames. Compos Part B Eng 38:575–583. https://doi.org/10.1016/j.compositesb.2006.08.007 CrossRef

Bisby L, Ranger M (2010) Axial-flexural interaction in circular FRP-confined reinforced concrete columns. Constr Build Mater 24:1672–1681. https://doi.org/10.1016/j.conbuildmat.2010.02.024 CrossRef

Biskinis D, Fardis MN (2013) Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading. Eng Struct 57:199–212. https://doi.org/10.1016/j.engstruct.2013.09.021 CrossRef

Bournas DA, Triantafillou TC (2011) Bar buckling in RC columns confined with composite materials. J Compos Constr 15:393–403. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000180 CrossRef

Bournas DA, Triantafillou TC (2009) Flexural strengthening of reinforced concrete columns with near-surface-mounted FRP or stainless steel. ACI Struct J 106:495–505. https://doi.org/10.14359/56615 CrossRef

Bousias S, Spathis A-L, Fardis MN (2007) Seismic retrofitting of columns with lap spliced smooth bars through FRP or concrete jackets. J Earthq Eng 11(5):653–674CrossRef

Campione G, Miraglia N (2003) Strength and strain capacities of concrete compression members reinforced with FRP. Cem Concr Compos 25:31–41. https://doi.org/10.1016/S0958-9465(01)00048-8 CrossRef

Chastre C, Silva MAG (2010) Monotonic axial behavior and modelling of RC circular columns confined with CFRP. Eng Struct 32:2268–2277. https://doi.org/10.1016/j.engstruct.2010.04.001 CrossRef

Chen GM, Teng JG, Chen JF, Rosenboom OA (2010) Interaction between steel stirrups andshear-srengthening FRP strips in RC beams. J Compos Constr 14:498–509. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000120 CrossRef

CNR-DT 200 R1 (2013) Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. CNR – Advis Comm Tech Recomm Constr CNR-DT 200 R1/2013 154

Computers and Structures Inc (2016) Integrated software for structural analysis. SAP2000 v19, California

Cosgun C, Comert M, Demir C, Ilki A (2012) FRP retrofit of a full-scale 3D RC frame. In: Proceedings 6th international conference FRP composites civil engineering CICE 2012 1–8

De Lorenzis L, Teng JG (2007) Near-surface mounted FRP reinforcement: an emerging technique for strengthening structures. Compos Part B Eng 38:119–143. https://doi.org/10.1016/j.compositesb.2006.08.003 CrossRef

De Luca A, Nardone F, Matta F et al (2011) Structural evaluation of full-scale FRP-confined reinforced concrete columns. J Compos Constr 15:112–123. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000152 CrossRef

Demir C, Darilmaz K, Ilki A (2015) Cyclic stress-strain relationships of FRP confined concrete members. Arab J Sci Eng 40:363–379. https://doi.org/10.1007/s13369-014-1517-5 CrossRef

Eid R, Paultre P (2007) Plasticity-based model for circular concrete columns confined with fibre-composite sheets. Eng Struct 29:3301–3311. https://doi.org/10.1016/j.engstruct.2007.09.005 CrossRef

Eid R, Paultre P (2008) Analytical model for FRP-confined circular reinforced concrete columns. J Compos Constr 12:541–552. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:5(541) CrossRef

Eid R, Roy N, Paultre P (2009) Normal- and high-strength concrete circular elements wrapped with FRP composites. J Compos Constr 13:113–124. https://doi.org/10.1061/(ASCE)1090-0268(2009)13:2(113) CrossRef

El-maaddawy T, El-dieb AS (2011) Near-surface-mounted composite system for repair and strengthening of reinforced concrete columns subjected to axial load and biaxial bending. J Compos Constr 67:602–614. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000181 CrossRef

ElGawady M, Endeshaw M, McLean D, Sack R (2010) Retrofitting of rectangular columns with deficient lap splices. J Compos Constr 14:22–35. https://doi.org/10.1061/(asce)cc.1943-5614.0000047 CrossRef

Elwood KJ, Moehle JP (2005) Axial capacity model for shear-damaged columns. ACI Struct J 102(4):578–587

Fardis MN, Khalili HH (1982) FRP-encased concrete as a structural material. Mag Concr Res 34:191–202. https://doi.org/1982.34.121.191 CrossRef

Fédération Internationale du Béton (FIB) (2012) Model code 2010—final draft, vol 1, Bulletin 65, and vol 2, Bulletin 66. Lausanne, Switzerland

Fédération Internationale du Béton (FIB) Bulletin 14 (2001) Externally bonded FRP reinforcement for RC structures. Lausanne, Switzerland

Galal K, Arafa A, Ghobarah A (2005) Retrofit of RC square short columns. Eng Struct 27:801–813. https://doi.org/10.1016/j.engstruct.2005.01.003 CrossRef

Garcia R, Hajirasouliha I, Guadagnini M, Helal Y, Jemaa Y, Pilakoutas K, Mongabure P, Chrysostomou C, Kyriakides N, Ilki A, Budescu M, Taranu N, Ciupala MA, Torres L, Saiidi M (2014) Full-scale shaking table tests on a substandard RC building repaired and strengthened with post-tensioned metal straps. J Earthq Eng 18(2):187–213. https://doi.org/10.1080/13632469.2013.847874 CrossRef

GB 50608 (2010) Technical code for infrastructure application of FRP composites. China Metallurgical Construction Research Institute Co.

Ghatte HF, Comert M, Demir C, Ilki A (2016) Evaluation of FRP confinement models for substandard rectangular RC columns based on full-scale reversed cyclic lateral loading tests in strong and weak directions. Polymers (Basel) 8:1–24. https://doi.org/10.3390/polym8090323 CrossRef

Giamundo V, Lignola GP, Fabbrocino F et al (2017) Influence of FRP wrapping on reinforcement performances at lap splice regions in RC columns. Compos Part B Eng 116:313–324. https://doi.org/10.1016/j.compositesb.2016.10.069 CrossRef

Giamundo V, Lignola GP, Prota A, Manfredi G (2014) Analytical evaluation of FRP wrapping effectiveness in restraining reinforcement bar buckling. J Struct Eng 140:4014043. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000985 CrossRef

Hadi MNS, Widiarsa IBR (2012) Axial and flexural performance of square RC columns wrapped with CFRP under eccentric loading. J Compos Constr 16:640–649. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000301 CrossRef

Hamad BS, Rteil A, Salwan BR, Soudki K (2004) Behavior of bond-critical regions wrapped with fiber-reinforced polymer sheets in normal and high-strength concrete. J Compos Constr 8:248–257. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:3(248) CrossRef

Harajli MH (2006) Axial stress-strain relationship for FRP confined circular and rectangular concrete columns. Cem Concr Compos 28:938–948. https://doi.org/10.1016/j.cemconcomp.2006.07.005 CrossRef

Harajli MH, Khalil Z (2008) Seismic FRP retrofit of bond-critical regions in circular RC columns: validation of proposed design methods. ACI Struct J 105:760–769

Hu B, Wang JG, Li GQ (2011) Numerical simulation and strength models of FRP-wrapped reinforced concrete columns under eccentric loading. Constr Build Mater 25:2751–2763. https://doi.org/10.1016/j.conbuildmat.2010.12.036 CrossRef

Ilki A, Kumbasar N (2002) Behavior of damaged and undamaged concrete strengthened by carbon fiber composite sheets. Struct Eng Mech 13:75–90. https://doi.org/10.12989/sem.2002.13.1.075 CrossRef

Ilki A, Kumbasar N (2003) Compressive behaviour of carbon fiber composite jacketed concrete with circular and non-circular cross-sections. J Earthq Eng 7(3):381–406

Ilki A, Kumbasar N, Koc V (2004) Low strength concrete members externally confined with FRP sheets. Struct Eng Mech 18(2):167–194CrossRef

Ilki A, Peker O, Karamuk E et al (2008) FRP retrofit of low and medium strength circular and rectangular reinforced concrete columns. J Mater Civ Eng 20:169–188. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:2(169) CrossRef

Ilki A, Demir C, Bedirhanoglu I, Kumbasar N (2009) Seismic retrofit of brittle and low strength RC columns using fiber reinforced polymer and cementitious composites. Adv Struct Eng 12:325–347. https://doi.org/10.1260/136943309788708356 CrossRef

Ilki A, Bedirhanoglu I, Kumbasar N (2010) Behavior of FRP retrofitted joints built with plain bars and low-strength concrete. J Compos Constr:312–326. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000156 CrossRef

ISIS (2001) Design manual no. 3: reinforcing concrete structures with fibre reinforced polymers. ISIS (Canadian network of centres of excellence on intelligent sensing for innovative structures), Winnipeg

Jiang T, Teng JG (2007) Analysis-oriented stress-strain models for FRP-confined concrete. Eng Struct 29:2968–2986. https://doi.org/10.1016/j.engstruct.2007.01.010 CrossRef

JSCE (2001) Recommendations for the upgrading of concrete structures with use of continuous fiber sheets. Concrete Engineering Series 41. Jpn Soc Civ Eng, Tokyo

Karadogan F, Yusel E, Ilki A (2003) Structural behaviour of ordinary RC bare and brittle partitioned frames with and without lap splice deficiency. In: Wasti ST, Ozcebe G (eds) seismic assessment and rehabilitation of existing buildings, NATO science series (Series IV: earth and environmental sciences). Springer, Dordrecht, pp 335–356CrossRef

Katsumata H, Kobatake Y, Takeda T (1988) A study on strengthening with carbon fiber for earthquake-resistant capacity of existing reinforced concrete columns. In: Proceedings 9th world conference on earthquake

Kaya E, Kütan C, Sheikh S, İlki A (2017) Flexural retrofit of support regions of reinforced concrete beams with anchored FRP ropes using NSM and ETS methods under reversed cyclic loading. J Compos Constr 21(1):04016072CrossRef

Lam L, Teng JG (2003a) Design-oriented stress–strain model for FRP-confined concrete. Constr Build Mater 17:471–489. https://doi.org/10.1016/S0950-0618(03)00045-X CrossRef

Lam L, Teng JG (2003b) Design-oriented stress–strain model for FRP-confined concrete in rectangular columns. J Reinf Plast Compos 22:1149–1186pp. https://doi.org/10.1177/073168403035429 CrossRef

Lam L, Teng JG (2009) Stress-strain model for FRP-confined concrete under cyclic axial compression. Eng Struct 31:308–321. https://doi.org/10.1016/j.engstruct.2008.08.014 CrossRef

Lee JY, Yi CK, Jeong HS et al (2010) Compressive response of concrete confined with steel spirals and FRP composites. J Compos Mater 44:481–504. https://doi.org/10.1177/0021998309347568 CrossRef

Li B, Kai Q (2011) Seismic behavior of reinforced concrete interior beam-wide column joints repaired using FRP. J Compos Constr 15:327–338. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000163 CrossRef

Di Ludovico M, Prota A, Manfredi G, Cosenza E (2008) Seismic strengthening of an under-designed RC structure with FRP. Earthquake Engng Struct Dyn 37:141–162. https://doi.org/10.1002/eqe.749 CrossRef

Mander JB, Priestley MJN, Park R (1988) Theoretical stress–strain model for confined concrete. J Struct Eng 114(8):1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804) CrossRef

Mirmiran A, Shahawy M, Samaan M et al (1998) Effect of column parameters on FRP-confined concrete. J Compos Constr 2:175–185CrossRef

Mosallam AS, Bayraktar A, Elmikawi M et al (2013) Polymer composites in construction: an overview. SOJ Mater Sci Eng 2(1):25

Napoli A, Nunziata B, Realfonzo R (2011) Cyclic behaviour of FRP confined RC rectangular columns with high aspect ratio. In: CICE 2010 – the 5th international conference on FRP composites in civil engineering, Beijing, ChinaCrossRef

Nisticò N, Monti G (2013) RC square sections confined by FRP: analytical prediction of peak strength. Compos Part B Eng 45:127–137. https://doi.org/10.1016/j.compositesb.2012.09.041 CrossRef

Ozbakkaloglu T, Lim JC (2013) Axial compressive behavior of FRP-confined concrete: experimental test database and a new design-oriented model. Compos Part B Eng 55:607–634. https://doi.org/10.1016/j.compositesb.2013.07.025 CrossRef

Ozcan O, Binici B, Ozcebe G (2010) Seismic strengthening of rectangular reinforced concrete columns using fiber reinforced polymers. Eng Struct 32:964–973. https://doi.org/10.1016/j.engstruct.2009.12.021 CrossRef

Ozcan O, Binici B, Ozcebe G (2008) Improving seismic performance of deficient reinforced concrete columns using carbon fiber-reinforced polymers. Eng Struct 30:1632–1646. https://doi.org/10.1016/j.engstruct.2007.10.013 CrossRef

Ozsayin B, Yilmaz E, Ispir M et al (2011) Characteristics of CFRP retrofitted hollow brick infill walls of reinforced concrete frames. Constr Build Mater 25:4017–4024. https://doi.org/10.1016/j.conbuildmat.2011.04.036 CrossRef

Pellegrino C, Modena C (2007) Fiber-reinforced polymer shear strengthening of reinforced concrete beams: experimental study and analytical modeling. ACI Struct J 103(5):720–728

Pellegrino C, Modena C (2010) Analytical model for FRP confinement of concrete columns with and without internal steel reinforcement. J Compos Constr 14:693–705. https://doi.org/10.1061/(Asce)Cc.1943-5614.0000127 CrossRef

Realfonzo R, Napoli A (2012) Results from cyclic tests on high aspect ratio RC columns strengthened with FRP systems. Constr Build Mater 37:606–620. https://doi.org/10.1016/j.conbuildmat.2012.07.065 CrossRef

Rochette P, Labossière P (2000) Axial testing of rectangular column models confined with composites. J Compos Constr 4:129–136CrossRef

S806–12 (2012) Design and construction of building structures with fibre-reinforced polymers. CSA, Toronto

Saadatmanesh H, Ehsani MR, Jin L (1996) Seismic strengthening of circular bridge pier models with fiber composites. ACI Struct J 93:639–647

Samaan M, Mirmiran A, Shahawy M (1998) Model of concrete confined by fiber composites. J Struct Eng 124:1025–1031. https://doi.org/10.1257/0002828041464551 CrossRef

Sezen H (2012) Repair and strengthening of reinforced concrete beam column joints with fiber reinforced polymer composites. J Compos Constr 16:499–506. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000290 CrossRef

Shahawy M, Mirmiran A, Beitelman T (2000) Tests and modeling of carbon-wrapped concrete columns. Compos Part B Eng 31:471–480. https://doi.org/10.1016/S1359-8368(00)00021-4 CrossRef

Shao Y, Zhu Z, Mirmiran A (2006) Cyclic modeling of FRP-confined concrete with improved ductility. Cem Concr Compos 28:959–968. https://doi.org/10.1016/j.cemconcomp.2006.07.009 CrossRef

Sharaky IA, Torres L, Comas J, Barris C (2014) Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars. Compos Struct 109:8–22. https://doi.org/10.1016/j.compstruct.2013.10.051 CrossRef

Spoelstra BMR, Monti G (1999) FRP-confined concrete model. J Compos Constr 3:143–150CrossRef

Tastani SP, Pantazopoulou SJ, Zdoumba D et al (2006) Limitations of FRP jacketing in confining old-type reinforced concrete members in axial compression. J Compos Constr 10:13–25. https://doi.org/10.1061/(Asce)1090-0268(2006)10:1(13) CrossRef

Teng JG, Lam L (2004) Behavior and modeling of fiber reinforced polymer-confined concrete. J Struct Eng 130(11):1713–1723CrossRef

Teng JG, Lam L, Lin G et al (2016) Numerical simulation of FRP-jacketed RC columns subjected to cyclic and seismic loading. J Compos Constr 20:4015021. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000584 CrossRef

Tore E, Comert M, Demir C, Ilki A (2017) Collapse testing of full-scale RC buildings with or without seismic retrofit of columns with FRP jackets. In: COST action TU1207 end of action conference. Budapest, Hungary

Toutanji H (1999) Stress-strain characteristic of concrete columns externally confined with advanced fiber composite sheets. ACI Mater J 96:397–404

Toutanji H, Han M, Gilbert J, Matthys S (2010) Behavior of large-scale rectangular columns confined with FRP composites. J Compos Constr 14:62–71. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000051 CrossRef

TR55 (2012) Design guidance for strengthening concrete structures using fibre composite materials, 3rd edn. Concrete Society, London

TSDC (2007) Specification for the buildings to be constructed in disaster areas. Ministry of Public Works and Settlement, Ankara

Wang Z, Wang D, Smith ST, Lu D (2012a) CFRP-confined square RC columns. I: Exp Investig J Compos Constr 16:150–160. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000245 CrossRef

Wang Z, Wang D, Smith ST, Lu D (2012b) Experimental testing and analytical modeling of CFRP-confined large circular RC columns subjected to cyclic axial compression. Eng Struct 40:64–74. https://doi.org/10.1016/j.engstruct.2012.01.004 CrossRef

Wu YF, Jiang C (2013) Effect of load eccentricity on the stress-strain relationship of FRP-confined concrete columns. Compos Struct 98:228–241. https://doi.org/10.1016/j.compstruct.2012.11.023 CrossRef

Wu YF, Wei YY (2010) Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns. Eng Struct 32:32–45. https://doi.org/10.1016/j.engstruct.2009.08.012 CrossRef

Yan Z, Pantelides CP (2006) Fiber-reinforced polymer jacketed and shape-modified compression members: II-Model. ACI Struct J 103:894–903

Ye L, Yue Q, Zhao S, Li Q (2002) Shear strength of reinforced concrete columns strengthened with carbon-fiber-reinforced plastic sheet. J Struct Eng 128:1527–1534. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:12(1527) CrossRef

Yost R, Gross SP, Dinehart DW, Mildenberg JJ (2007) Flexural behavior of concrete beams strengthened with near-surface-mounted CFRP strips. ACI Struct J 104:430–437

Youssef MN, Feng MQ, Mosallam AS (2007) Stress-strain model for concrete confined by FRP composites. Compos Part B Eng 38:614–628. https://doi.org/10.1016/j.compositesb.2006.07.020 CrossRef

Yuksel E, Ozkaynak H, Buyukozturk O et al (2010) Performance of alternative CFRP retrofitting schemes used in infilled RC frames. Constr Build Mater 24:596–609. https://doi.org/10.1016/j.conbuildmat.2009.09.005 CrossRef

Yoshimura M, Takaine Y, Nakamura T (2004) Axial collapse of reinforced concrete columns. In: 13th world conference on Earthquake Engineering Vancouver, Canada

Title: Seismic Performance of a Full-Scale FRP Retrofitted Sub-standard RC Building
Authors: Alper Ilki
Erkan Tore
Cem Demir
Mustafa Comert
Publisher: Springer International Publishing
Book: Recent Advances in Earthquake Engineering in Europe
Print ISBN: 978-3-319-75740-7

Electronic ISBN: 978-3-319-75741-4

Copyright Year: 2018
DOI: https://doi.org/10.1007/978-3-319-75741-4_22

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