Analysis of adhesive joints used to bond FRP laminates to steel members – A numerical and experimental study

The strengthening of existing structures using bonded fiber reinforced polymer laminates has attracted a great deal of attention in recent years. However, when compared with concrete structures, the application of this method for strengthening structural steel members is somewhat limited. This is ma...

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Vydáno v:	Construction & building materials Ročník 24; číslo 11; s. 2243 - 2251
Hlavní autor:	Haghani, Reza
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Elsevier Ltd 01.11.2010 Elsevier B.V
Témata:	Adhesive joint Adhesive joints Analysis Bonded joints Composite Design and construction Design engineering Fiber reinforced plastics Laminated plastics Laminates Mathematical models Optic measurement Peeling Properties Reinforced plastics Shear Strain Strengthening Structural steels United States Shear Composite Analysis Adhesive joint Optic measurement Peeling Strain
ISSN:	0950-0618, 1879-0526
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Abstract	The strengthening of existing structures using bonded fiber reinforced polymer laminates has attracted a great deal of attention in recent years. However, when compared with concrete structures, the application of this method for strengthening structural steel members is somewhat limited. This is mainly due to the lack of an established design code for treating FRP-strengthened members. Issues such as the complexity of failure modes and the lack of knowledge of the force-transfer mechanism are obstacles that contribute to the difficulty associated with developing accurate design models. A few studies have underlined the need for new design approaches to strengthening steel members, since the existing design methods are not accurate enough. The first step towards developing new design models is to study these adhesive joints. This paper deals with analyses of adhesive joints used to bond CFRP laminates to steel substrates using a numerical and experimental approach. A numerical study of joints has been made utilizing the FE method, while, in the experimental part of the study, an optic measurement technique has been used. Different aspects of joint behavior, such as strain distributions along the bond line and through the thickness of the adhesive layer and failure mechanisms are discussed.
AbstractList	The strengthening of existing structures using bonded fiber reinforced polymer laminates has attracted a great deal of attention in recent years. However, when compared with concrete structures, the application of this method for strengthening structural steel members is somewhat limited. This is mainly due to the lack of an established design code for treating FRP-strengthened members. Issues such as the complexity of failure modes and the lack of knowledge of the force-transfer mechanism are obstacles that contribute to the difficulty associated with developing accurate design models. A few studies have underlined the need for new design approaches to strengthening steel members, since the existing design methods are not accurate enough. The first step towards developing new design models is to study these adhesive joints. This paper deals with analyses of adhesive joints used to bond CFRP laminates to steel substrates using a numerical and experimental approach. A numerical study of joints has been made utilizing the FE method, while, in the experimental part of the study, an optic measurement technique has been used. Different aspects of joint behavior, such as strain distributions along the bond line and through the thickness of the adhesive layer and failure mechanisms are discussed. The strengthening of existing structures using bonded fiber reinforced polymer laminates has attracted a great deal of attention in recent years. However, when compared with concrete structures, the application of this method for strengthening structural steel members is somewhat limited. This is mainly due to the lack of an established design code for treating FRP-strengthened members. Issues such as the complexity of failure modes and the lack of knowledge of the force-transfer mechanism are obstacles that contribute to the difficulty associated with developing accurate design models. A few studies have underlined the need for new design approaches to strengthening steel members, since the existing design methods are not accurate enough. The first step towards developing new design models is to study these adhesive joints. This paper deals with analyses of adhesive joints used to bond CFRP laminates to steel substrates using a numerical and experimental approach. A numerical study of joints has been made utilizing the FE method, while, in the experimental part of the study, an optic measurement technique has been used. Different aspects of joint behavior, such as strain distributions along the bond line and through the thickness of the adhesive layer and failure mechanisms are discussed. The strengthening of existing structures using bonded fiber reinforced polymer laminates has attracted agreat deal of attention in recent years. However, when compared with concrete structures, the applicationof this method for strengthening structural steel members is somewhat limited. This is mainly due tothe lack of an established design code for treating FRP-strengthened members. Issues such as the complexityof failure modes and the lack of knowledge of the force-transfer mechanism are obstacles thatcontribute to the difficulty associated with developing accurate design models. A few studies have underlinedthe need for new design approaches to strengthening steel members, since the existing designmethods are not accurate enough.The first step towards developing new design models is to study these adhesive joints. This paper dealswith analyses of adhesive joints used to bond CFRP laminates to steel substrates using a numerical andexperimental approach. A numerical study of joints has been made utilizing the FE method, while, in theexperimental part of the study, an optic measurement technique has been used. Different aspects of jointbehavior, such as strain distributions along the bond line and through the thickness of the adhesive layerand failure mechanisms are discussed.
Audience	Trade
Author	Haghani, Reza
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Cites_doi	10.1177/0021998309345320 10.1061/(ASCE)0733-9445(2003)129:1(30) 10.1016/S0950-0618(03)00094-1 10.1533/9781845690649.7.693 10.1016/S1359-8368(01)00006-3 10.1061/(ASCE)1084-0702(2001)6:6(514) 10.1115/1.4009336 10.1016/j.tws.2004.03.003 10.1046/j.1460-2695.2003.00598.x 10.1016/S0141-0296(00)00090-0 10.1061/(ASCE)1090-0268(2004)8:2(163) 10.1016/j.engfracmech.2008.10.005 10.1016/j.tws.2008.10.019
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References	Haghani, Al-Emrani, Kliger (bib10) 2010; 44 Luke S. The use of carbon fibre plates for strengthening of two metallic bridges in an historic nature in the UK. In: Proceedings of the international conference on FRP composites in civil engineering, Hong Kong; 2001. p. 975–83. Haghani R, Al-Emrani M, Kliger R. Control of interfacial stresses in beams strengthened with prestressed CFRP laminates. In: Proceedings of the Asia-Pacific conference on FRP in structures (APFIS), Hong Kong, China; 2007. p. 1053–60. Colombi, Basseti, Nussbaumer (bib7) 2003; 26 Miller, Chaies, Mertz, Hastings (bib17) 2001; 6 Institution of Structural Engineers. A guide to the structural use of adhesives. London, UK; 1999. CNR-DT 202/2005. National research council, Advisory committee on technical recommendations for construction. Guidelines for the design and construction of externally bonded FRP systems for strengthening existing structures, metallic structures; 2005. Goland, Reissner (bib8) 1944; 11 Schnerch D., Dawood M, Rizkalla S. Design guidelines for use of HM strips: strengthening of steel concrete composite bridges with high modulus carbon fiber reinforced polymer (CFRP) strips; 2006. Smith, Teng (bib20) 2001; 23 Linghoff D. Steel members strengthened with carbon fiber reinforced polymers A study of local and global structural behavior. Doctoral thesis. Chalmers University of Technology, Sweden; 2009. Tavakkolizadeh, Saadatmanesh (bib21) 2003; 129 Mertz DR, Gillespie JW. Rehabilitation of steel bridge girders through the application of advanced composite materials, IDEA program. Transportation Research Board National Research Council (NCHRP), University of Delaware; 1996. Cadei JMC, Statford TJ, Hollaway LC, Duckett WG. Strengthening metallic structures using externally bonded fiber-reinforced polymers. CIRIA; 2004 [ISBN 0-86017-595-2]. Jiao, Zhao (bib12) 2004; 42 Buyukozturk, Gunes, Karaca (bib4) 2004; 18 Al-Saidy, Klaiber, Wipf (bib1) 2004; 8 Bocciarelli, Colombi, FAva, Poggi (bib3) 2009; 76 Linghoff, Haghani, Al-Emrani (bib14) 2009; 47 Sen, Liby, Mullins (bib19) 2001; 32 Bassetti A. Lamelles precontraintes en fibres de carbone pour renforcement de ponts rivetes endommages par fatigue. Thesis no 2440, EPFL, Lausanne, Switzerland; 2001. Linghoff (10.1016/j.conbuildmat.2010.04.032_bib14) 2009; 47 Miller (10.1016/j.conbuildmat.2010.04.032_bib17) 2001; 6 Colombi (10.1016/j.conbuildmat.2010.04.032_bib7) 2003; 26 Tavakkolizadeh (10.1016/j.conbuildmat.2010.04.032_bib21) 2003; 129 Smith (10.1016/j.conbuildmat.2010.04.032_bib20) 2001; 23 10.1016/j.conbuildmat.2010.04.032_bib13 10.1016/j.conbuildmat.2010.04.032_bib9 10.1016/j.conbuildmat.2010.04.032_bib11 10.1016/j.conbuildmat.2010.04.032_bib18 Sen (10.1016/j.conbuildmat.2010.04.032_bib19) 2001; 32 10.1016/j.conbuildmat.2010.04.032_bib15 Jiao (10.1016/j.conbuildmat.2010.04.032_bib12) 2004; 42 10.1016/j.conbuildmat.2010.04.032_bib16 10.1016/j.conbuildmat.2010.04.032_bib2 Bocciarelli (10.1016/j.conbuildmat.2010.04.032_bib3) 2009; 76 Buyukozturk (10.1016/j.conbuildmat.2010.04.032_bib4) 2004; 18 10.1016/j.conbuildmat.2010.04.032_bib6 10.1016/j.conbuildmat.2010.04.032_bib5 Haghani (10.1016/j.conbuildmat.2010.04.032_bib10) 2010; 44 Al-Saidy (10.1016/j.conbuildmat.2010.04.032_bib1) 2004; 8 Goland (10.1016/j.conbuildmat.2010.04.032_bib8) 1944; 11
References_xml	– reference: Institution of Structural Engineers. A guide to the structural use of adhesives. London, UK; 1999. – reference: Luke S. The use of carbon fibre plates for strengthening of two metallic bridges in an historic nature in the UK. In: Proceedings of the international conference on FRP composites in civil engineering, Hong Kong; 2001. p. 975–83. – volume: 6 start-page: 514 year: 2001 end-page: 522 ident: bib17 article-title: Strengthening of steel bridge girder using CFRP plates publication-title: J Bridge Eng, ASCE – reference: Linghoff D. Steel members strengthened with carbon fiber reinforced polymers A study of local and global structural behavior. Doctoral thesis. Chalmers University of Technology, Sweden; 2009. – reference: Cadei JMC, Statford TJ, Hollaway LC, Duckett WG. Strengthening metallic structures using externally bonded fiber-reinforced polymers. CIRIA; 2004 [ISBN 0-86017-595-2]. – volume: 129 start-page: 30 year: 2003 end-page: 40 ident: bib21 article-title: Strengthening of steel–concrete composite girders using carbon fiber reinforced polymer sheets publication-title: J Struct Eng, ASCE – volume: 18 start-page: 9 year: 2004 end-page: 19 ident: bib4 article-title: Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites publication-title: Constr Build Mater – volume: 26 start-page: 59 year: 2003 end-page: 66 ident: bib7 article-title: Analysis of cracked steel members reinforced by pre-stress composite patch publication-title: Fatigue Fract Eng Mater Struct – volume: 32 start-page: 309 year: 2001 end-page: 322 ident: bib19 article-title: Strengthening steel bridge sections using CFRP laminates publication-title: Composite Part B: Eng – volume: 44 start-page: 287 year: 2010 end-page: 302 ident: bib10 article-title: Stress distribution in adhesive joints with tapered laminates – effect of tapering length and material properties publication-title: J Compos Mater – reference: Bassetti A. Lamelles precontraintes en fibres de carbone pour renforcement de ponts rivetes endommages par fatigue. Thesis no 2440, EPFL, Lausanne, Switzerland; 2001. – volume: 76 start-page: 299 year: 2009 end-page: 313 ident: bib3 article-title: Prediction of debonding strength of tensile steel/CFRP joints using fracture mechanics and stress based criteria publication-title: Eng Fract Mech – volume: 47 start-page: 1048 year: 2009 end-page: 1058 ident: bib14 article-title: Carbon–fibre composites for strengthening steel structures publication-title: Thin-Walled Struct – volume: 23 start-page: 857 year: 2001 end-page: 871 ident: bib20 article-title: Interfacial stresses in plated beams publication-title: Eng Struct – volume: 8 start-page: 163 year: 2004 end-page: 173 ident: bib1 article-title: Repair of steel composite beams with carbon fiber-reinforced polymer plates publication-title: J compos Constr, ASCE – volume: 11 start-page: 17 year: 1944 end-page: 27 ident: bib8 article-title: The stresses in cemented joints publication-title: J Appl Mech – reference: Mertz DR, Gillespie JW. Rehabilitation of steel bridge girders through the application of advanced composite materials, IDEA program. Transportation Research Board National Research Council (NCHRP), University of Delaware; 1996. – reference: CNR-DT 202/2005. National research council, Advisory committee on technical recommendations for construction. Guidelines for the design and construction of externally bonded FRP systems for strengthening existing structures, metallic structures; 2005. – volume: 42 start-page: 963 year: 2004 end-page: 978 ident: bib12 article-title: CFRP strengthened butt-welded very high strength (VHS) circular steel tubes publication-title: Thin-Walled Struct – reference: Haghani R, Al-Emrani M, Kliger R. Control of interfacial stresses in beams strengthened with prestressed CFRP laminates. In: Proceedings of the Asia-Pacific conference on FRP in structures (APFIS), Hong Kong, China; 2007. p. 1053–60. – reference: Schnerch D., Dawood M, Rizkalla S. Design guidelines for use of HM strips: strengthening of steel concrete composite bridges with high modulus carbon fiber reinforced polymer (CFRP) strips; 2006. – ident: 10.1016/j.conbuildmat.2010.04.032_bib18 – volume: 44 start-page: 287 issue: 3 year: 2010 ident: 10.1016/j.conbuildmat.2010.04.032_bib10 article-title: Stress distribution in adhesive joints with tapered laminates – effect of tapering length and material properties publication-title: J Compos Mater doi: 10.1177/0021998309345320 – ident: 10.1016/j.conbuildmat.2010.04.032_bib9 – ident: 10.1016/j.conbuildmat.2010.04.032_bib13 – volume: 129 start-page: 30 issue: 1 year: 2003 ident: 10.1016/j.conbuildmat.2010.04.032_bib21 article-title: Strengthening of steel–concrete composite girders using carbon fiber reinforced polymer sheets publication-title: J Struct Eng, ASCE doi: 10.1061/(ASCE)0733-9445(2003)129:1(30) – volume: 18 start-page: 9 year: 2004 ident: 10.1016/j.conbuildmat.2010.04.032_bib4 article-title: Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites publication-title: Constr Build Mater doi: 10.1016/S0950-0618(03)00094-1 – ident: 10.1016/j.conbuildmat.2010.04.032_bib5 doi: 10.1533/9781845690649.7.693 – volume: 32 start-page: 309 issue: 4 year: 2001 ident: 10.1016/j.conbuildmat.2010.04.032_bib19 article-title: Strengthening steel bridge sections using CFRP laminates publication-title: Composite Part B: Eng doi: 10.1016/S1359-8368(01)00006-3 – ident: 10.1016/j.conbuildmat.2010.04.032_bib6 – ident: 10.1016/j.conbuildmat.2010.04.032_bib15 – ident: 10.1016/j.conbuildmat.2010.04.032_bib16 – volume: 6 start-page: 514 issue: 6 year: 2001 ident: 10.1016/j.conbuildmat.2010.04.032_bib17 article-title: Strengthening of steel bridge girder using CFRP plates publication-title: J Bridge Eng, ASCE doi: 10.1061/(ASCE)1084-0702(2001)6:6(514) – ident: 10.1016/j.conbuildmat.2010.04.032_bib11 – volume: 11 start-page: 17 year: 1944 ident: 10.1016/j.conbuildmat.2010.04.032_bib8 article-title: The stresses in cemented joints publication-title: J Appl Mech doi: 10.1115/1.4009336 – ident: 10.1016/j.conbuildmat.2010.04.032_bib2 – volume: 42 start-page: 963 issue: 7 year: 2004 ident: 10.1016/j.conbuildmat.2010.04.032_bib12 article-title: CFRP strengthened butt-welded very high strength (VHS) circular steel tubes publication-title: Thin-Walled Struct doi: 10.1016/j.tws.2004.03.003 – volume: 26 start-page: 59 year: 2003 ident: 10.1016/j.conbuildmat.2010.04.032_bib7 article-title: Analysis of cracked steel members reinforced by pre-stress composite patch publication-title: Fatigue Fract Eng Mater Struct doi: 10.1046/j.1460-2695.2003.00598.x – volume: 23 start-page: 857 year: 2001 ident: 10.1016/j.conbuildmat.2010.04.032_bib20 article-title: Interfacial stresses in plated beams publication-title: Eng Struct doi: 10.1016/S0141-0296(00)00090-0 – volume: 8 start-page: 163 issue: 2 year: 2004 ident: 10.1016/j.conbuildmat.2010.04.032_bib1 article-title: Repair of steel composite beams with carbon fiber-reinforced polymer plates publication-title: J compos Constr, ASCE doi: 10.1061/(ASCE)1090-0268(2004)8:2(163) – volume: 76 start-page: 299 year: 2009 ident: 10.1016/j.conbuildmat.2010.04.032_bib3 article-title: Prediction of debonding strength of tensile steel/CFRP joints using fracture mechanics and stress based criteria publication-title: Eng Fract Mech doi: 10.1016/j.engfracmech.2008.10.005 – volume: 47 start-page: 1048 issue: 10 year: 2009 ident: 10.1016/j.conbuildmat.2010.04.032_bib14 article-title: Carbon–fibre composites for strengthening steel structures publication-title: Thin-Walled Struct doi: 10.1016/j.tws.2008.10.019
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Snippet	The strengthening of existing structures using bonded fiber reinforced polymer laminates has attracted a great deal of attention in recent years. However, when... The strengthening of existing structures using bonded fiber reinforced polymer laminates has attracted agreat deal of attention in recent years. However, when...
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SubjectTerms	Adhesive joint Adhesive joints Analysis Bonded joints Composite Design and construction Design engineering Fiber reinforced plastics Laminated plastics Laminates Mathematical models Optic measurement Peeling Properties Reinforced plastics Shear Strain Strengthening Structural steels
Title	Analysis of adhesive joints used to bond FRP laminates to steel members – A numerical and experimental study
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