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Volumn 34, Issue 4, 2003, Pages 327-338

Concrete beams with externally bonded flexural FRP-reinforcement: Analytical investigation of debonding failure

Author keywords

A. Concrete; A. FRP reinforcement; B. Delamination; C. Finite element analysis (FEA)

Indexed keywords

BRITTLENESS; CONCRETE BEAMS AND GIRDERS; CONCRETE REINFORCEMENTS; CRACK PROPAGATION; CRACKS; DEBONDING; DELAMINATION; ELASTIC MODULI; FINITE ELEMENT METHOD; SHEAR DEFORMATION; SHEAR STRENGTH; TENSILE STRENGTH; TENSILE STRESS;

EID: 0037409624     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1359-8368(02)00139-7     Document Type: Article
Times cited : (61)

References (34)
  • 1
    • 0029536426 scopus 로고
    • Strengthening of structures using carbon fibre/epoxy composities
    • Meier U. Strengthening of structures using carbon fibre/epoxy composities. Construct Build Mater. 9:(6):1995;341-351.
    • (1995) Construct Build Mater , vol.9 , Issue.6 , pp. 341-351
    • Meier, U.1
  • 2
    • 84986983727 scopus 로고
    • The stresses in cemented joints
    • Goland M., Reissner E. The stresses in cemented joints. ASME J Appl Mech. 11:(1):1944;A17-A27.
    • (1944) ASME J Appl Mech , vol.11 , Issue.1
    • Goland, M.1    Reissner, E.2
  • 3
    • 0001984533 scopus 로고
    • Recherches sur la theorie des assemblages colles
    • Volkersen O. Recherches sur la theorie des assemblages colles. Construct Metall. 4:(1):1965;3-13.
    • (1965) Construct Metall , vol.4 , Issue.1 , pp. 3-13
    • Volkersen, O.1
  • 5
    • 0024755851 scopus 로고
    • Shear and normal stresses in adhesive joints
    • Roberts T.M. Shear and normal stresses in adhesive joints. ASCE J Engng Mech. 115:(1):1989;2460-2479.
    • (1989) ASCE J Engng Mech , vol.115 , Issue.1 , pp. 2460-2479
    • Roberts, T.M.1
  • 6
    • 0002848060 scopus 로고
    • Theoretical study of the behaviour of reinforced concrete beams strengthened by externally bounded steel plates
    • Roberts T.M., Haji-Kazemi H. Theoretical study of the behaviour of reinforced concrete beams strengthened by externally bounded steel plates. Proc Inst Civil Engr (Part 2). 87:(3):1989;39-55.
    • (1989) Proc Inst Civil Engr (Part 2) , vol.87 , Issue.3 , pp. 39-55
    • Roberts, T.M.1    Haji-Kazemi, H.2
  • 7
    • 0031276107 scopus 로고    scopus 로고
    • Strengthening of beams by plate bonding
    • Taljsten B. Strengthening of beams by plate bonding. ASCE J Mater Civil Engng. 9:(4):1997;206-212.
    • (1997) ASCE J Mater Civil Engng , vol.9 , Issue.4 , pp. 206-212
    • Taljsten, B.1
  • 8
    • 0032027140 scopus 로고    scopus 로고
    • Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end
    • Malek A.M., Saadatmanesh H., Ehsani M.R. Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end. ACI Struct J. 95:(1):1998;142-152.
    • (1998) ACI Struct J , vol.95 , Issue.1 , pp. 142-152
    • Malek, A.M.1    Saadatmanesh, H.2    Ehsani, M.R.3
  • 9
    • 0034882554 scopus 로고    scopus 로고
    • Mechanics of bonds in an FRP bonded concrete beam
    • Lau K.T., Dutta P.K., Zhou L.M., Hiu D. Mechanics of bonds in an FRP bonded concrete beam. Compos Part B: Engng. 32:(6):2001;491-502.
    • (2001) Compos Part B: Engng , vol.32 , Issue.6 , pp. 491-502
    • Lau, K.T.1    Dutta, P.K.2    Zhou, L.M.3    Hiu, D.4
  • 10
    • 0035400932 scopus 로고    scopus 로고
    • Interfacial stresses in plated beams
    • Smith S.T., Teng J.G. Interfacial stresses in plated beams. Engng Struct. 23:(3):2001;857-871.
    • (2001) Engng Struct , vol.23 , Issue.3 , pp. 857-871
    • Smith, S.T.1    Teng, J.G.2
  • 12
    • 0012879871 scopus 로고    scopus 로고
    • Strengthening of reinforced concrete structures with externally-bonded fibre reinforce polymers
    • ISIS Canada; September
    • Strengthening of reinforced concrete structures with externally-bonded fibre reinforce polymers. Design manual no. 4, ISIS Canada; September 2001.
    • (2001) Design Manual , vol.4
  • 13
    • 0036473260 scopus 로고    scopus 로고
    • Interfacial stresses in reinforced concrete beams bonded with a soffit plate: A finite element study
    • Teng J.G., Zhang J.W., Smith S.T. Interfacial stresses in reinforced concrete beams bonded with a soffit plate: a finite element study. Construct Build Mater. 16:(1):2002;1-14.
    • (2002) Construct Build Mater , vol.16 , Issue.1 , pp. 1-14
    • Teng, J.G.1    Zhang, J.W.2    Smith, S.T.3
  • 14
    • 0032207419 scopus 로고    scopus 로고
    • Design guidelines for flexural strengthening of RC beams with FRP plates
    • Saadatmanesh H., Malek A.M. Design guidelines for flexural strengthening of RC beams with FRP plates. ASCE J Compos Construct. 2:(4):1998;158-164.
    • (1998) ASCE J Compos Construct , vol.2 , Issue.4 , pp. 158-164
    • Saadatmanesh, H.1    Malek, A.M.2
  • 15
    • 0000169803 scopus 로고
    • Approximate analysis of shear and normal stress concentration in the adhesive layer of plate RC beams
    • Robert T.M. Approximate analysis of shear and normal stress concentration in the adhesive layer of plate RC beams. Struct Engr. 67:(12):1989;229-233.
    • (1989) Struct Engr , vol.67 , Issue.12 , pp. 229-233
    • Robert, T.M.1
  • 16
    • 0026253728 scopus 로고
    • RC beams strengthened with GFRP plates. I. Experimental study
    • Saadatmanesh H., Ehsani M.R. RC beams strengthened with GFRP plates. I. Experimental study. ASCE J Struct Engng. 117:(11):1991;3417-3433.
    • (1991) ASCE J Struct Engng , vol.117 , Issue.11 , pp. 3417-3433
    • Saadatmanesh, H.1    Ehsani, M.R.2
  • 17
    • 84904148692 scopus 로고
    • External reinforcement of concrete beams using fiber reinforce plastic
    • Ritchie P.A., Thomas D.A., Lu L.W., Connelly G.M. External reinforcement of concrete beams using fiber reinforce plastic. ACI Struct J. 88:(4):1991;490-500.
    • (1991) ACI Struct J , vol.88 , Issue.4 , pp. 490-500
    • Ritchie, P.A.1    Thomas, D.A.2    Lu, L.W.3    Connelly, G.M.4
  • 18
    • 51249167749 scopus 로고
    • Strengthening of R.C. beams with epoxy-bonded fibre-composite materials
    • Triantafillou T.C., Plevris N. Strengthening of R.C. beams with epoxy-bonded fibre-composite materials. RILEM Mater Struct. 25:(148):1992;201-211.
    • (1992) RILEM Mater Struct , vol.25 , Issue.148 , pp. 201-211
    • Triantafillou, T.C.1    Plevris, N.2
  • 19
    • 0028400197 scopus 로고
    • Strengthening of initially loaded reinforced concrete beams using FRP plates
    • Sharif A., Al-Suleimani G.J., Basanbul I.A., Baluch M.H., Ghaleb B.N. Strengthening of initially loaded reinforced concrete beams using FRP plates. ACI Struct J. 91:(2):1994;160-168.
    • (1994) ACI Struct J , vol.91 , Issue.2 , pp. 160-168
    • Sharif, A.1    Al-Suleimani, G.J.2    Basanbul, I.A.3    Baluch, M.H.4    Ghaleb, B.N.5
  • 20
    • 0030378140 scopus 로고    scopus 로고
    • Predictions of the maximum plate and stresses of FRP strengthened beams: Part II
    • Quantrill R.J., Holloway L.C., Thorne A.M. Predictions of the maximum plate and stresses of FRP strengthened beams: Part II. Mag Concrete Res. 48:(177):1996;331-342.
    • (1996) Mag Concrete Res , vol.48 , Issue.177 , pp. 331-342
    • Quantrill, R.J.1    Holloway, L.C.2    Thorne, A.M.3
  • 21
    • 0031191266 scopus 로고    scopus 로고
    • Brittle failure in FRP plate and sheet bonded beams
    • Arduini M., Di Tommaso A., Nanni A. Brittle failure in FRP plate and sheet bonded beams. ACI Struct J. 94:(4):1997;363-370.
    • (1997) ACI Struct J , vol.94 , Issue.4 , pp. 363-370
    • Arduini, M.1    Di Tommaso, A.2    Nanni, A.3
  • 23
    • 0032094791 scopus 로고    scopus 로고
    • An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams
    • Garden H.N., Quantrill R.J., Hollaway L.C., Thorne A.M., Parke G.A.R. An experimental study of the anchorage length of carbon fibre composite plates used to strengthen reinforced concrete beams. Construct Build Mater. 12:(4):1998;203-219.
    • (1998) Construct Build Mater , vol.12 , Issue.4 , pp. 203-219
    • Garden, H.N.1    Quantrill, R.J.2    Hollaway, L.C.3    Thorne, A.M.4    Parke, G.A.R.5
  • 24
    • 0032140247 scopus 로고    scopus 로고
    • Structural behavior of composite RC beams with externally bonded CFRP
    • Spadea G., Bencardino F., Swamy R.N. Structural behavior of composite RC beams with externally bonded CFRP. ASCE J Compos Construct. 2:(3):1998;132-137.
    • (1998) ASCE J Compos Construct , vol.2 , Issue.3 , pp. 132-137
    • Spadea, G.1    Bencardino, F.2    Swamy, R.N.3
  • 25
    • 38149138129 scopus 로고    scopus 로고
    • Effect of longitudinal carbon fiber reinforced plastic laminates on shear capacity of reinforced concrete beams
    • Baltimore, USA
    • Ahmed O, Van Gemert D. Effect of longitudinal carbon fiber reinforced plastic laminates on shear capacity of reinforced concrete beams. Proceedings of Fiber Reinforced Polymer Reinforcement for RC, Baltimore, USA; 1999. p. 933-43.
    • (1999) Proceedings of Fiber Reinforced Polymer Reinforcement for RC , pp. 933-943
    • Ahmed, O.1    Van Gemert, D.2
  • 26
    • 0033102953 scopus 로고    scopus 로고
    • Strengthening of reinforced concrete beams with externally bonded composite laminates
    • Ross A.C., Jerome D.M., Tedesco J.W., Hughes M.L. Strengthening of reinforced concrete beams with externally bonded composite laminates. ACI Struct J. 96:(2):1999;212-220.
    • (1999) ACI Struct J , vol.96 , Issue.2 , pp. 212-220
    • Ross, A.C.1    Jerome, D.M.2    Tedesco, J.W.3    Hughes, M.L.4
  • 27
    • 0034545110 scopus 로고    scopus 로고
    • Behavior of CFRP strengthened reinforced concrete beams with varying degrees of strengthening
    • Ramana V.P.V., Kant T., Morton S.E., Dutta P.K., Mukherjee A., Desai Y.M. Behavior of CFRP strengthened reinforced concrete beams with varying degrees of strengthening. Compos Part B: Engng. 31:(6/7):2000;461-470.
    • (2000) Compos Part B: Engng , vol.31 , Issue.6-7 , pp. 461-470
    • Ramana, V.P.V.1    Kant, T.2    Morton, S.E.3    Dutta, P.K.4    Mukherjee, A.5    Desai, Y.M.6
  • 28
    • 0035253016 scopus 로고    scopus 로고
    • Brittle failure and bond development length of CFRP-concrete beams
    • Nguyen D.M., Chan T.K., Cheong H.K. Brittle failure and bond development length of CFRP-concrete beams. ASCE J Compos Construct. 5:(1):2001;12-17.
    • (2001) ASCE J Compos Construct , vol.5 , Issue.1 , pp. 12-17
    • Nguyen, D.M.1    Chan, T.K.2    Cheong, H.K.3
  • 29
    • 0035252786 scopus 로고    scopus 로고
    • Concrete beams strengthened with externally bonded FRP plates
    • Rahimi H., Hutchinson A. Concrete beams strengthened with externally bonded FRP plates. ASCE J Compos Construct. 5:(1):2001;44-56.
    • (2001) ASCE J Compos Construct , vol.5 , Issue.1 , pp. 44-56
    • Rahimi, H.1    Hutchinson, A.2
  • 30
    • 0035339410 scopus 로고    scopus 로고
    • Ultimate response of RC beams strengthened with CFRP plates
    • Fanning P.J., Kelly O. Ultimate response of RC beams strengthened with CFRP plates. ASCE J Compos Construct. 5:(2):2001;122-127.
    • (2001) ASCE J Compos Construct , vol.5 , Issue.2 , pp. 122-127
    • Fanning, P.J.1    Kelly, O.2
  • 33
    • 0012769796 scopus 로고    scopus 로고
    • Hibbitt, Karlsson & Sorensen Inc.
    • ABAQUS, FEA Softwares and User's Manual v5.8, Hibbitt, Karlsson & Sorensen Inc.; 1998. http://www.abaqus.com .
    • (1998) FEA Softwares and User's Manual V5.8
  • 34
    • 0036494626 scopus 로고    scopus 로고
    • Non-linear analysis of RC beams based on moment-curvature relation
    • Kwak H.G., Kim S.P. Non-linear analysis of RC beams based on moment-curvature relation. Comput Struct. 80:(7/8):2002;615-628.
    • (2002) Comput Struct , vol.80 , Issue.7-8 , pp. 615-628
    • Kwak, H.G.1    Kim, S.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.