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Volumn 134, Issue 7, 2008, Pages 578-588

Cohesive interface modeling of debonding failure in FRP strengthened beams

Author keywords

Beams; Bonding; Composite materials; Fiber reinforced polymers; Nonlinear analysis

Indexed keywords

BUILDING MATERIALS; CONCRETE BEAMS AND GIRDERS; CONCRETE PRODUCTS; CONCRETES; DEBONDING; FAILURE ANALYSIS; FIBER OPTICS; FIBER REINFORCED PLASTICS; METAL CLADDING; MODAL ANALYSIS; PLATES (STRUCTURAL COMPONENTS); QUALITY ASSURANCE; REINFORCED CONCRETE; REINFORCED PLASTICS; RELIABILITY; SEPARATION; SHEARING MACHINES; STRESSES; TRACTION (FRICTION); TWO DIMENSIONAL;

EID: 45749140033     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2008)134:7(578)     Document Type: Article
Times cited : (46)

References (30)
  • 1
    • 0346781561 scopus 로고    scopus 로고
    • "Progress on understanding debonding problems in reinforced concrete and steel members strengthened with FRP composites"
    • CBVME20950-061810.1016/S0950-0618(03)00094-1
    • Buyukozturk, O., Gunes, O., and Karaca, E. (2004). "Progress on understanding debonding problems in reinforced concrete and steel members strengthened with FRP composites." Constr. Build. Mater. CBVME20950-061810.1016/S0950-0618(03)00094-1, 18(1), 1-19.
    • (2004) Constr. Build. Mater. , vol.18 , Issue.1 , pp. 1-19
    • Buyukozturk, O.1    Gunes, O.2    Karaca, E.3
  • 2
    • 0032136095 scopus 로고    scopus 로고
    • "Failure behavior of precracked concrete beams retrofitted with FRP"
    • JCCOF21090-026810.1061/(ASCE)1090-0268(1998)2:3(138)
    • Buyukozturk, O., and Hearing, B. (1998). "Failure behavior of precracked concrete beams retrofitted with FRP." J. Compos. Constr. JCCOF21090-026810.1061/(ASCE)1090-0268(1998)2:3(138), 2(3), 138-144.
    • (1998) J. Compos. Constr. , vol.2 , Issue.3 , pp. 138-144
    • Buyukozturk, O.1    Hearing, B.2
  • 3
    • 45749092021 scopus 로고    scopus 로고
    • "Bond behavior of FRP in structures"
    • Chen, J. F., and Teng, J. G., eds. Hong Kong Polytechnic Univ., Hong Kong
    • Chen, J. F., and Teng, J. G., eds. (2005). "Bond behavior of FRP in structures." Proc., Int. Symp. on Bond Behavior of FRP in Structures, Hong Kong Polytechnic Univ., Hong Kong.
    • (2005) Proc., Int. Symp. on Bond Behavior of FRP in Structures
  • 4
    • 30544438896 scopus 로고    scopus 로고
    • "Bond-slip model for coarse sand coated interface between FRP and concrete from optimization technique"
    • CMSTCJ0045-794910.1016/j.compstruc.2005.10.004
    • Cho, K., Cho, J.-R., Chin, W.-J., and Kim, B.-S. (2006). "Bond-slip model for coarse sand coated interface between FRP and concrete from optimization technique." Comput. Struct. CMSTCJ0045-794910.1016/ j.compstruc.2005.10.004, 84(7), 439-449.
    • (2006) Comput. Struct. , vol.84 , Issue.7 , pp. 439-449
    • Cho, K.1    Cho, J.-R.2    Chin, W.-J.3    Kim, B.-S.4
  • 5
    • 45749087586 scopus 로고    scopus 로고
    • "Externally bonded FRP reinforcement for RC structures"
    • Comité Euro-International du Béton-Fédération International de la Précontrainte (CEB-FIP). Fédération Internationale du Béton (fib), Lausanne, Switzerland.Comité Euro-International du Béton-Fédération International de la Précontrainte (CEB-FIP). (2001). "Externally bonded FRP reinforcement for RC structures." CEB-FIP Bulletin No.14, Fédération Internationale du Béton (fib), Lausanne, Switzerland
    • Comité Euro-International du Béton-Fédération International de la Précontrainte (CEB-FIP). (2001). "Externally bonded FRP reinforcement for RC structures." CEB-FIP Bulletin No.14, Fédération Internationale du Béton (fib), Lausanne, Switzerland.Comité Euro-International du Béton-Fédération International de la Précontrainte (CEB-FIP). (2001). "Externally bonded FRP reinforcement for RC structures." CEB-FIP Bulletin No.14, Fédération Internationale du Béton (fib), Lausanne, Switzerland.
    • (2001) CEB-FIP Bulletin No.14
  • 6
    • 13644272286 scopus 로고    scopus 로고
    • "Development of nonlinear bond-slip model for fiber reinforced plastics sheet-concrete interfaces with a simple method"
    • JCCOF21090-026810.1061/(ASCE)1090-0268(2005)9:1(52)
    • Dai, J., Ueda, T., and Sato, Y. (2005). "Development of nonlinear bond-slip model for fiber reinforced plastics sheet-concrete interfaces with a simple method." J. Compos. Constr. JCCOF21090-026810.1061/ (ASCE)1090-0268(2005)9:1(52), 9(1), 52-62.
    • (2005) Compos. Constr. , vol.9 , Issue.1 , pp. 52-62
    • Dai, J.1    Ueda, T.2    Sato, Y.3
  • 7
    • 33644859696 scopus 로고    scopus 로고
    • "A numerical model for FRP-concrete delamination"
    • CPBEFF1359-836810.1016/j.compositesb.2005.08.002
    • Ferracuti, B., Savoia, M., and Mazzotti, C. (2006). "A numerical model for FRP-concrete delamination." Composites, Part B CPBEFF1359-836810.1016/j.compositesb.2005.08.002, 37(4-5), 356-364.
    • (2006) Composites, Part B , vol.37 , Issue.4-5 , pp. 356-364
    • Ferracuti, B.1    Savoia, M.2    Mazzotti, C.3
  • 8
    • 18144382552 scopus 로고    scopus 로고
    • "Bond-slip models for FRP sheets/plates bonded to concrete"
    • ENSTDF0141-029610.1016/j.engstruct.2005.01.014
    • Lu, X. Z., Teng, J. G., Ye, L. P., and Jiang, J. J. (2005b). "Bond-slip models for FRP sheets/plates bonded to concrete." Eng. Struct. ENSTDF0141-029610.1016/j.engstruct.2005.01.014, 27(6), 920-937.
    • (2005) Eng. Struct. , vol.27 , Issue.6 , pp. 920-937
    • Lu, X.Z.1    Teng, J.G.2    Ye, L.P.3    Jiang, J.J.4
  • 9
    • 14844342553 scopus 로고    scopus 로고
    • "Meso-scale finite-element model for FRP sheets/plates bonded to concrete"
    • ENSTDF0141-029610.1016/j.engstruct.2004.11.015
    • Lu, X. Z., Ye, L. P., Teng, J. G., and Jiang, J. J. (2005a). "Meso-scale finite-element model for FRP sheets/plates bonded to concrete." Eng. Struct. ENSTDF0141-029610.1016/ j.engstruct.2004.11.015, 27(4), 564-575.
    • (2005) Eng. Struct. , vol.27 , Issue.4 , pp. 564-575
    • Lu, X.Z.1    Ye, L.P.2    Teng, J.G.3    Jiang, J.J.4
  • 10
    • 0035253044 scopus 로고    scopus 로고
    • "Interface shear stress: A new design criterion for plate debonding"
    • JCCOF21090-026810.1061/(ASCE)1090-0268(2001)5:1(35)
    • Mukhopadhyaya, P., and Swamy, N. (2001). "Interface shear stress: A new design criterion for plate debonding." J. Compos. Constr. JCCOF21090-026810.1061/(ASCE)1090-0268(2001)5:1(35), 5(1), 35-43.
    • (2001) J. Compos. Constr. , vol.5 , Issue.1 , pp. 3-43
    • Mukhopadhyaya, P.1    Swamy, N.2
  • 11
    • 21344461423 scopus 로고    scopus 로고
    • "Numerical analysis of debonding mechanism in FRP-strengthened RC beams"
    • CCIEFR1093-968710.1111/j.1467-8667.2005.00402.x
    • Niu, H., and Wu, Z. (2005). "Numerical analysis of debonding mechanism in FRP-strengthened RC beams." Comput. Aided Civ. Infrastruct. Eng. CCIEFR1093-968710.1111/j.1467-8667.2005.00402.x, 20(5), 354-368.
    • (2005) Comput. Aided Civ. Infrastruct. Eng. , vol.20 , Issue.5 , pp. 354-368
    • Niu, H.1    Wu, Z.2
  • 12
    • 3943101384 scopus 로고    scopus 로고
    • "Nonlinear (buckling) effects in RC beams strengthened with composite materials subjected to compression"
    • IJSOAD0020-768310.1016/j.ijsolstr.2004.04.031
    • Rabinovitch, O. (2004). "Nonlinear (buckling) effects in RC beams strengthened with composite materials subjected to compression." Int. J. Solids Struct. IJSOAD0020-768310.1016/j.ijsolstr.2004.04.031, 41(20), 5677-5695.
    • (2004) Int. J. Solids Struct. , vol.41 , Issue.20 , pp. 5677-5695
    • Rabinovitch, O.1
  • 13
    • 26644463899 scopus 로고    scopus 로고
    • "Bending behavior of RC beams strengthened with composite materials using inelastic and nonlinear adhesives"
    • JSENDH0733-944510.1061/(ASCE)0733-9445(2005)131:10(1580)
    • Rabinovitch, O. (2005). "Bending behavior of RC beams strengthened with composite materials using inelastic and nonlinear adhesives." J. Struct. Eng. JSENDH0733-944510.1061/ (ASCE)0733-9445(2005)131:10(1580), 131(10), 1580-1592.
    • (2005) J. Struct. Eng. , vol.131 , Issue.10 , pp. 1580-1592
    • Rabinovitch, O.1
  • 14
    • 0034187379 scopus 로고    scopus 로고
    • "Closed-form high-order analysis of RC beams strengthened with FRP strips"
    • JCCOF21090-026810.1061/(ASCE)1090-0268(2000)4:2(65)
    • Rabinovitch, O., and Frostig, Y. (2000). "Closed-form high-order analysis of RC beams strengthened with FRP strips." J. Compos. Constr. JCCOF21090-026810.1061/(ASCE)1090-0268(2000)4:2(65), 4(2), 65-74.
    • (2000) J. Compos. Constr. , vol.4 , Issue.2 , pp. 65-67
    • Rabinovitch, O.1    Frostig, Y.2
  • 15
    • 0035419280 scopus 로고    scopus 로고
    • "Delamination failure of RC beams strengthened with FRP strips-A closed-form high-order and fracture mechanics approach"
    • JENMDT0733-939910.1061/(ASCE)0733-9399(2001)127:8(852)
    • Rabinovitch, O., and Frostig, Y. (2001a). "Delamination failure of RC beams strengthened with FRP strips-A closed-form high-order and fracture mechanics approach." J. Eng. Mech. JENMDT0733-939910.1061/ (ASCE)0733-9399(2001)127:8(852), 127(8), 852-861.
    • (2001) J. Eng. Mech. , vol.127 , Issue.8 , pp. 852-861
    • Rabinovitch, O.1    Frostig, Y.2
  • 16
    • 0035314693 scopus 로고    scopus 로고
    • "Nonlinear high-order analysis of cracked RC beams externally strengthened with FRP strips"
    • JSDEAG0044-8001
    • Rabinovitch, O., and Frostig, Y. (2001b). "Nonlinear high-order analysis of cracked RC beams externally strengthened with FRP strips." J. Struct. Div. JSDEAG0044-8001, 127(4), 381-389.
    • (2001) J. Struct. Div. , vol.127 , Issue.4 , pp. 381-389
    • Rabinovitch, O.1    Frostig, Y.2
  • 17
    • 0141843649 scopus 로고    scopus 로고
    • "Experiments and analytical comparison of RC beams strengthened with externally bonded CFRP strips"
    • CPBEFF1359-836810.1016/S1359-8368(03)00090-8
    • Rabinovitch, O., and Frostig, Y. (2003). "Experiments and analytical comparison of RC beams strengthened with externally bonded CFRP strips." Composites, Part B CPBEFF1359-836810.1016/ S1359-8368(03)00090-8, 34(8), 663-667.
    • (2003) Composites, Part B , vol.34 , Issue.8 , pp. 663-667
    • Rabinovitch, O.1    Frostig, Y.2
  • 18
    • 0035398638 scopus 로고    scopus 로고
    • "Significance of midspan debonding failure in FRP-plated concrete beams"
    • JSENDH0733-944510.1061/(ASCE)0733-9445(2001)127:7(792)
    • Sebastian, W. M. (2001). "Significance of midspan debonding failure in FRP-plated concrete beams." J. Struct. Eng. JSENDH0733-944510.1061/(ASCE)0733-9445(2001)127:7(792), 127(7), 792-798.
    • (2001) J. Struct. Eng. , vol.127 , Issue.7 , pp. 792-798
    • Sebastian, W.M.1
  • 19
    • 0036534134 scopus 로고    scopus 로고
    • "FRP-strengthened RC beams. I: Review of debonding strength models"
    • ENSTDF0141-029610.1016/S0141-0296(01)00105-5
    • Smith, S. T., and Teng, J. G. (2002a). "FRP-strengthened RC beams. I: Review of debonding strength models." Eng. Struct. ENSTDF0141-029610.1016/S0141-0296(01)00105-5, 24(4), 385-395.
    • (2002) Eng. Struct. , vol.24 , Issue.4 , pp. 385-395
    • Smith, S.T.1    Teng, J.G.2
  • 20
    • 0036534236 scopus 로고    scopus 로고
    • "FRP-strengthened RC beams. II: Assessment of debonding strength models"
    • ENSTDF0141-029610.1016/S0141-0296(01)00106-7
    • Smith, S. T., and Teng, J. G. (2002b). "FRP-strengthened RC beams. II: Assessment of debonding strength models." Eng. Struct. ENSTDF0141-029610.1016/S0141-0296(01)00106-7, 24(4), 397-417.
    • (2002) Eng. Struct. , vol.24 , Issue.4 , pp. 397-417
    • Smith, S.T.1    Teng, J.G.2
  • 22
    • 0000587884 scopus 로고    scopus 로고
    • "Strengthening of concrete prism using the plate-bonding technique"
    • IJFRAP0376-942910.1007/BF00013161
    • Täljsten, B. (1996). "Strengthening of concrete prism using the plate-bonding technique." Int. J. Fract. IJFRAP0376-942910.1007/ BF00013161, 82(3), 253-266.
    • (1996) Int. J. Fract. , vol.82 , Issue.3 , pp. 253-266
    • Täljsten, B.1
  • 23
    • 33745998737 scopus 로고    scopus 로고
    • "FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for de-bonding failure"
    • IJSOAD0020-768310.1016/j.ijsolstr.2005.07.023
    • Teng, J. G., Yuan, H., and Chen, J. F. (2006). "FRP-to-concrete interfaces between two adjacent cracks: Theoretical model for de-bonding failure." Int. J. Solids Struct. IJSOAD0020-768310.1016/ j.ijsolstr.2005.07.023, 43(18-19), 5750-5778.
    • (2006) Int. Solids Struct. , vol.43 , Issue.18-19 , pp. 5750-5778
    • Teng, J.G.1    Yuan, H.2    Chen, J.F.3
  • 24
    • 0036473260 scopus 로고    scopus 로고
    • "Interfacial stresses in reinforced concrete beams bonded with a soffit plate: A finite-element study"
    • CBVME20950-061810.1016/S0950-0618(01)00029-0
    • Teng, J. G., Zhang, J. W., and Smith, S. T. (2002). "Interfacial stresses in reinforced concrete beams bonded with a soffit plate: A finite-element study." Constr. Build. Mater. CBVME20950-061810.1016/ S0950-0618(01)00029-0, 16(1), 1-14.
    • (2002) Constr. Build. Mater. , vol.16 , Issue.1 , pp. 1-14
    • Teng, J.G.1    Zhang, J.W.2    Smith, S.T.3
  • 26
    • 0036612471 scopus 로고    scopus 로고
    • "Buckling of sandwich beams with compliant interfaces"
    • CMSTCJ0045-794910.1016/S0045-7949(02)00076-7
    • Volokh, K. Yu., and Needleman, A. (2002). "Buckling of sandwich beams with compliant interfaces." Comput. Struct. CMSTCJ0045-794910.1016/S0045-7949(02)00076-7, 80(14-15), 1329-1335.
    • (2002) Comput. Struct. , vol.80 , Issue.14-15 , pp. 1329-1335
    • Volokh, K.Yu.1    Needleman, A.2
  • 27
    • 33748540365 scopus 로고    scopus 로고
    • "Cohesive zone model of intermediate crack induced debonding of FRP-plated reinforced concrete beam"
    • IJSOAD0020-768310.1016/j.ijsolstr.2006.01.013
    • Wang, J. (2006a). "Cohesive zone model of intermediate crack induced debonding of FRP-plated reinforced concrete beam." Int. J. Solids Struct. IJSOAD0020-768310.1016/j.ijsolstr.2006.01.013 43(21), 6630-6648.
    • (2006) Int. Solids Struct. , vol.43 , Issue.21 , pp. 6630-6648
    • Wang, J.1
  • 28
    • 33748521204 scopus 로고    scopus 로고
    • "Debonding of FRP plated reinforced concrete beam, a bond-slip analysis. I: Theoretical formulation"
    • IJSOAD0020-768310.1016/j.ijsolstr.2006.01.014
    • Wang, J. (2006b). "Debonding of FRP plated reinforced concrete beam, a bond-slip analysis. I: Theoretical formulation." Int. J. Solids Struct. IJSOAD0020-768310.1016/j.ijsolstr.2006.01.014, 43(21), 6649-6664.
    • (2006) Int. Solids Struct. , vol.43 , Issue.21 , pp. 6649-6664
    • Wang, J.1
  • 29
    • 0028497372 scopus 로고
    • "Numerical simulations of fast crack growth in brittle solids"
    • JMPSA80022-509610.1016/0022-5096(94)90003-5
    • Xu, X.-P., and Needleman, A. (1994). "Numerical simulations of fast crack growth in brittle solids." J. Mech. Phys. Solids JMPSA80022-509610.1016/0022-5096(94)90003-5, 42(9), 1397-1434.
    • (1994) J. Mech. Phys. Solids , vol.42 , Issue.9 , pp. 1397-1434
    • Xu, X.-P.1    Needleman, A.2
  • 30
    • 1842480053 scopus 로고    scopus 로고
    • "Full-range behavior of FRP to concrete bonded joints"
    • ENSTDF0141-029610.1016/j.engstruct.2003.11.006
    • Yuan, H., Teng, J. G., Seracino, R., Wu, Z. S., and Yao, J. (2004). "Full-range behavior of FRP to concrete bonded joints." Eng. Struct. ENSTDF0141-029610.1016/j.engstruct.2003.11.006, 26(5), 553-565.
    • (2004) Eng. Struct. , vol.26 , Issue.5 , pp. 553-565
    • Yuan, H.1    Teng, J.G.2    Seracino, R.3    Wu, Z.S.4    Yao, J.5


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