메뉴 건너뛰기




Volumn 14, Issue 4, 2010, Pages 406-414

Pullout strength models for FRP anchors in uncracked concrete

Author keywords

Anchors; Concrete; Fiber reinforced polymers; Pullout; Strength

Indexed keywords

ANALYTICAL MODELS; BEAMS AND GIRDERS; COMPOSITE STRUCTURES; CONCRETES; FIBER REINFORCED PLASTICS; POLYMERS; REINFORCED CONCRETE; REINFORCED PLASTICS; REINFORCEMENT;

EID: 77955252810     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000097     Document Type: Article
Times cited : (107)

References (41)
  • 1
    • 56349161673 scopus 로고    scopus 로고
    • Tensile capacity of GFRP postinstalled adhesive anchors in concrete
    • JCCOF2 1090-0268.10.1061/(ASCE)1090-0268(2008)12:6(596)
    • Ahmed, E. A., El-Salakawy, E. F., and Benmokrane, B. (2008). " Tensile capacity of GFRP postinstalled adhesive anchors in concrete." J. Compos. Constr. JCCOF2 1090-0268, 12 (6), 596-607. 10.1061/(ASCE)1090-0268(2008) 12:6(596)
    • (2008) J. Compos. Constr. , vol.12 , Issue.6 , pp. 596-607
    • Ahmed, E.A.1    El-Salakawy, E.F.2    Benmokrane, B.3
  • 6
    • 34047164118 scopus 로고    scopus 로고
    • Analysis and design of FRP composites for seismic retrofit of infill walls in reinforced concrete frames
    • DOI 10.1016/j.compositesb.2006.08.007, PII S1359836806001661, Infrastructure Composites under Extreme Loadings
    • Binici, B., Ozcebe, G., and Ozcelik, R. (2007). " Analysis and design of FRP composites for seismic retrofit of infill walls in reinforced concrete frames." Composites, Part B CPBEFF 1359-8368, 38 (5-6), 575-583. 10.1016/j.compositesb.2006.08.007 (Pubitemid 46518251)
    • (2007) Composites Part B: Engineering , vol.38 , Issue.5-6 , pp. 575-583
    • Binici, B.1    Ozcebe, G.2    Ozcelik, R.3
  • 8
    • 0027869064 scopus 로고
    • Behavior of chemically bonded anchors
    • JSENDH 0733-9445.10.1061/(ASCE)0733-9445(1993)119:9(2744)
    • Cook, R. A. (1993). " Behavior of chemically bonded anchors." J. Struct. Eng. JSENDH 0733-9445, 119 (9), 2744-2762. 10.1061/(ASCE)0733- 9445(1993)119:9(2744)
    • (1993) J. Struct. Eng. , vol.119 , Issue.9 , pp. 2744-2762
    • Cook, R.A.1
  • 10
    • 0027656430 scopus 로고
    • Bond stress model for design of adhesive anchors
    • ASTJEG 0889-3241
    • Cook, R. A., Doerr, G. T., and Klinger, R. E. (1993). " Bond stress model for design of adhesive anchors." ACI Struct. J. ASTJEG 0889-3241, 90 (5), 514-524.
    • (1993) ACI Struct. J. , vol.90 , Issue.5 , pp. 514-524
    • Cook, R.A.1    Doerr, G.T.2    Klinger, R.E.3
  • 11
    • 0031701749 scopus 로고    scopus 로고
    • Behavior and design of single adhesive anchors under tensile load in uncracked concrete
    • ASTJEG 0889-3241
    • Cook, R. A., Kunz, J., Fuchs, W., and Konz, R. C. (1998). " Behavior and design of single adhesive anchors under tensile load in uncracked concrete." ACI Struct. J. ASTJEG 0889-3241, 95 (1), 9-26.
    • (1998) ACI Struct. J. , vol.95 , Issue.1 , pp. 9-26
    • Cook, R.A.1    Kunz, J.2    Fuchs, W.3    Konz, R.C.4
  • 12
    • 0035241301 scopus 로고    scopus 로고
    • Factors influencing bond strength of adhesive anchors
    • ASTJEG 0889-3241
    • Cook, R. A., and Kunz, R. C. (2001). " Factors influencing bond strength of adhesive anchors." ACI Struct. J. ASTJEG 0889-3241, 98 (1), 76-86.
    • (2001) ACI Struct. J. , vol.98 , Issue.1 , pp. 76-86
    • Cook, R.A.1    Kunz, R.C.2
  • 13
    • 0031146447 scopus 로고    scopus 로고
    • Behavior and modeling of bond of FRP rebars to concrete
    • JCCOF2 1090-0268.10.1061/(ASCE)1090-0268(1997)1:2(40)
    • Cosenza, E., Manfredi, G., and Realfonzo, R. (1997). " Behavior and modeling of bond of FRP rebars to concrete." J. Compos. Constr. JCCOF2 1090-0268, 1 (2), 40-51. 10.1061/(ASCE)1090-0268(1997)1:2(40)
    • (1997) J. Compos. Constr. , vol.1 , Issue.2 , pp. 40-51
    • Cosenza, E.1    Manfredi, G.2    Realfonzo, R.3
  • 15
    • 33845565924 scopus 로고    scopus 로고
    • Behaviour and design of adhesive bonded anchors
    • ASTJEG 0889-3241
    • Eligehausen, R., Cook, R. A., and Appl, J. (2006b). " Behaviour and design of adhesive bonded anchors." ACI Struct. J. ASTJEG 0889-3241, 103 (6), 822-831.
    • (2006) ACI Struct. J. , vol.103 , Issue.6 , pp. 822-831
    • Eligehausen, R.1    Cook, R.A.2    Appl, J.3
  • 16
    • 0023962283 scopus 로고
    • Tragverhalten von Dübelbefestigungen bei Querzug-, Schrägzug- und Biegebeanspruchung (Load-bearing behaviour of anchor fastenings under shear, combined tension and shear or flexural loading)
    • BWFTAB 0373-4331
    • Eligehausen, R., and Fuchs, W. (1988). " Tragverhalten von Dübelbefestigungen bei Querzug-, Schrägzug- und Biegebeanspruchung (Load-bearing behaviour of anchor fastenings under shear, combined tension and shear or flexural loading)." Betonwerk Fertigteil-Tech. BWFTAB 0373-4331, 88 (2), 48-56.
    • (1988) Betonwerk Fertigteil-Tech. , vol.88 , Issue.2 , pp. 48-56
    • Eligehausen, R.1    Fuchs, W.2
  • 17
    • 0023559978 scopus 로고
    • Tragverhalten von Dübelbefestigungen unter Zugbeanspruchung (Bearing behaviour of anchor fastenings under tension
    • BWFTAB 0373-4331, (),; 1988, (1), 29-35
    • Eligehausen, R., Fuchs, W., and Mayer, B. (1987). " Tragverhalten von Dübelbefestigungen unter Zugbeanspruchung (Bearing behaviour of anchor fastenings under tension." Betonwerk Fertigteil-Tech. BWFTAB 0373-4331, 87 (12), 826-832; 1988, (1), 29-35.
    • (1987) Betonwerk Fertigteil-Tech. , vol.87 , Issue.12 , pp. 826-832
    • Eligehausen, R.1    Fuchs, W.2    Mayer, B.3
  • 18
    • 3142522157 scopus 로고
    • Befestigungen mit Verbundankern (Fastenings with bonded anchors)
    • BWFTAB 0373-4331, (),; (11), 781-785; (12), 825-829
    • Eligehausen, R., Malĺe, R., and Rehm, G. (1984). " Befestigungen mit Verbundankern (Fastenings with bonded anchors)." Betonwerk Fertigteil-Tech. BWFTAB 0373-4331, 84 (10), 682-692; (11), 781-785; (12), 825-829.
    • (1984) Betonwerk Fertigteil-Tech. , vol.84 , Issue.10 , pp. 682-692
    • Eligehausen, R.1    Malĺe, R.2    Rehm, G.3
  • 20
    • 0042990017 scopus 로고
    • A fracture mechanics based description of the pull-out behaviour of headed studs embedded in concrete
    • Report of RILEM Committee TC90-FMA, Chapman and Hall, London
    • Eligehausen, R., and Sawade, G. (1989). " A fracture mechanics based description of the pull-out behaviour of headed studs embedded in concrete." Fracture mechanics of concrete structures. From theory to applications, Report of RILEM Committee TC90-FMA, Chapman and Hall, London, 281-299.
    • (1989) Fracture Mechanics of Concrete Structures. from Theory to Applications , pp. 281-299
    • Eligehausen, R.1    Sawade, G.2
  • 21
    • 15244356382 scopus 로고    scopus 로고
    • Effectiveness of CFRP strengthening on curved soffit RC beams
    • ZZZZZZ 1369-2768.10.1260/1369433053749607
    • Eshwar, N., Ibell, T. J., and Nanni, A. (2005). " Effectiveness of CFRP strengthening on curved soffit RC beams." Adv. Struct. Eng. ZZZZZZ 1369-2768, 8 (1), 55-68. 10.1260/1369433053749607
    • (2005) Adv. Struct. Eng. , vol.8 , Issue.1 , pp. 55-68
    • Eshwar, N.1    Ibell, T.J.2    Nanni, A.3
  • 22
    • 0009743945 scopus 로고    scopus 로고
    • FIB. Bulletin No. 10, Task Grouon Bond Models, Int. Federation for Structural Concrete (FIB), Lausanne, Switzerland
    • FIB. (2000). " Bond of reinforcement in concrete." Bulletin No. 10, Task Group on Bond Models, Int. Federation for Structural Concrete (FIB), Lausanne, Switzerland.
    • (2000) Bond of Reinforcement in Concrete
  • 23
    • 0029184489 scopus 로고
    • Concrete capacity design (CCD) approach for fastening to concrete
    • ASTJEG 0889-3241
    • Fuchs, W., Eligehausen, R., and Breen, J. E. (1995). " Concrete capacity design (CCD) approach for fastening to concrete." ACI Struct. J. ASTJEG 0889-3241, 92 (1), 73-94.
    • (1995) ACI Struct. J. , vol.92 , Issue.1 , pp. 73-94
    • Fuchs, W.1    Eligehausen, R.2    Breen, J.E.3
  • 27
    • 77049116322 scopus 로고    scopus 로고
    • Behaviour of handmade FRP anchors under tensile load in uncracked concrete
    • ZZZZZZ 1369-2768 .10.1260/136943309790327716
    • Kim, S. J., and Smith, S. T. (2009). " Behaviour of handmade FRP anchors under tensile load in uncracked concrete." Adv. Struct. Eng. ZZZZZZ 1369-2768 12 (6), 845-865. 10.1260/136943309790327716
    • (2009) Adv. Struct. Eng. , vol.12 , Issue.6 , pp. 845-865
    • Kim, S.J.1    Smith, S.T.2
  • 28
    • 0008236567 scopus 로고    scopus 로고
    • Strength of RC cantilever slabs bonded with GFRB strips
    • DOI 10.1061/(ASCE)1090-0268(2001)5:4(221)
    • Lam, L., and Teng, J. G. (2001). " Strength of RC cantilever slabs bonded with GFRP strips." J. Compos. Constr. JCCOF2 1090-0268, 5 (4), 221-227. 10.1061/(ASCE)1090-0268(2001)5:4(221) (Pubitemid 33593666)
    • (2001) Journal of Composites for Construction , vol.5 , Issue.4 , pp. 221-227
    • Lam, L.1    Teng, J.G.2
  • 29
    • 0030243738 scopus 로고    scopus 로고
    • Pullout simulation of postinstalled chemically bonded anchors
    • JSENDH 0733-9445.10.1061/(ASCE)0733-9445(1996)122:9(1016)
    • McVay, M., Cook, R., and Krishnamurthy, K. (1996). " Pullout simulation of postinstalled chemically bonded anchors." J. Struct. Eng. JSENDH 0733-9445, 122 (9), 1016-1024. 10.1061/(ASCE)0733-9445(1996)122:9(1016)
    • (1996) J. Struct. Eng. , vol.122 , Issue.9 , pp. 1016-1024
    • McVay, M.1    Cook, R.2    Krishnamurthy, K.3
  • 30
    • 1342281455 scopus 로고    scopus 로고
    • Interface debonding failure in beams strengthened with externally bonded GFRP
    • CMNTEU 0927-6440.10.1163/156855404322681037
    • Oh, H. -S., and Sim, J. (2004). " Interface debonding failure in beams strengthened with externally bonded GFRP." Compos. Interfaces CMNTEU 0927-6440, 11 (1), 25-42. 10.1163/156855404322681037
    • (2004) Compos. Interfaces , vol.11 , Issue.1 , pp. 25-42
    • Oh, H.-S.1    Sim, J.2
  • 31
    • 20344373406 scopus 로고    scopus 로고
    • Bond strength of fiber reinforced polymer rebars in normal strength concrete
    • DOI 10.1061/(ASCE)1090-0268(2005)9:3(203)
    • Okelo, R., and Yuan, R. L. (2005). " Bond strength of fiber reinforced polymer rebars in normal strength concrete." J. Compos. Constr. JCCOF2 1090-0268, 9 (3), 203-213. 10.1061/(ASCE)1090-0268(2005)9:3(203) (Pubitemid 40786255)
    • (2005) Journal of Composites for Construction , vol.9 , Issue.3 , pp. 203-213
    • Okelo, R.1    Yuan, R.L.2
  • 32
    • 56349107456 scopus 로고    scopus 로고
    • Design considerations of carbon fibre anchors
    • JCCOF2 1090-0268.10.1061/(ASCE)1090-0268(2008)12:6(608)
    • Orton, S. L., Jirsa, J. O., and Bayrak, O. (2008). " Design considerations of carbon fibre anchors." J. Compos. Constr. JCCOF2 1090-0268, 12 (6), 608-616. 10.1061/(ASCE)1090-0268(2008)12:6(608)
    • (2008) J. Compos. Constr. , vol.12 , Issue.6 , pp. 608-616
    • Orton, S.L.1    Jirsa, J.O.2    Bayrak, O.3
  • 33
    • 62549134007 scopus 로고    scopus 로고
    • Tensile behaviour of FRP anchors in concrete
    • JCCOF2 1090-0268.10.1061/(ASCE)1090-0268(2009)13:2(82)
    • Ozbakkaloglu, T., and Saatcioglu, M. (2009). " Tensile behaviour of FRP anchors in concrete." J. Compos. Constr. JCCOF2 1090-0268, 13 (2), 82-92. 10.1061/(ASCE)1090-0268(2009)13:2(82)
    • (2009) J. Compos. Constr. , vol.13 , Issue.2 , pp. 82-92
    • Ozbakkaloglu, T.1    Saatcioglu, M.2
  • 36
    • 0028400197 scopus 로고
    • Strengthening of initially loaded reinforced concrete beams using FRP plates
    • ASTJEG 0889-3241
    • Sharif, A., Al-Sulaimani, G., Basunbul, I. A., Baluch, M. H., and Ghaleb, B. N. (1994). " Strengthening of initially loaded reinforced concrete beams using FRP plates." ACI Struct. J. ASTJEG 0889-3241, 91 (2), 160-168.
    • (1994) ACI Struct. J. , vol.91 , Issue.2 , pp. 160-168
    • Sharif, A.1    Al-Sulaimani, G.2    Basunbul, I.A.3    Baluch, M.H.4    Ghaleb, B.N.5
  • 37
    • 33947330302 scopus 로고    scopus 로고
    • Modeling debonding failure in FRP flexurally strengthened RC members using a local deformation model
    • DOI 10.1061/(ASCE)1090-0268(2007)11:2(184)
    • Smith, S. T., and Gravina, R. J. (2007). " Prediction of debonding failure in FRP flexurally strengthened RC members using a local deformation model." J. Compos. Constr. JCCOF2 1090-0268, 11 (2), 184-191. 10.1061/(ASCE)1090-0268(2007)11:2(184) (Pubitemid 46440069)
    • (2007) Journal of Composites for Construction , vol.11 , Issue.2 , pp. 184-191
    • Smith, S.T.1    Gravina, R.J.2
  • 38
    • 77955233019 scopus 로고    scopus 로고
    • Strength and behavior of impregnated carbon FRP anchors in FRP-to-concrete joint assemblies
    • ZZZZZZ 1369-2768, accepted
    • Smith, S. T., and Kim, S. J. (2010). " Strength and behavior of impregnated carbon FRP anchors in FRP-to-concrete joint assemblies." Adv. Struct. Eng. ZZZZZZ 1369-2768, accepted.
    • (2010) Adv. Struct. Eng.
    • Smith, S.T.1    Kim, S.J.2
  • 39
    • 0141628845 scopus 로고    scopus 로고
    • Shear-bending interaction in debonding failures of FRP-plated RC beams
    • ZZZZZZ 1369-2768.10.1260/136943303322419214
    • Smith, S. T., and Teng, J. G. (2003). " Shear-bending interaction in debonding failures of FRP-plated RC beams." Adv. Struct. Eng. ZZZZZZ 1369-2768, 6 (3), 183-199. 10.1260/136943303322419214
    • (2003) Adv. Struct. Eng. , vol.6 , Issue.3 , pp. 183-199
    • Smith, S.T.1    Teng, J.G.2
  • 40
    • 13644284757 scopus 로고    scopus 로고
    • Strengthening of masonry walls against out-of-plane loads using fiber-reinforced polymer reinforcement
    • DOI 10.1061/(ASCE)1090-0268(2004)8:1(79)
    • Tan, K. H., and Patoary, M. K. H. (2004). " Strengthening of masonry walls against out-of-plane load using fiber-reinforced polymer reinforcement." J. Compos. Constr. JCCOF2 1090-0268, 8 (1), 79-87. 10.1061/(ASCE)1090-0268(2004)8:1(79) (Pubitemid 40265669)
    • (2004) Journal of Composites for Construction , vol.8 , Issue.1 , pp. 79-87
    • Tan, K.H.1    Patoary, M.K.H.2
  • 41
    • 0141659633 scopus 로고    scopus 로고
    • Intermediate crack induced debonding in RC beams and slabs
    • CBVME2 0950-0618.10.1016/S0950-0618(03)00043-6
    • Teng, J. G., Smith, S. T., Yao, J., and Chen, J. F. (2003). " Intermediate crack induced debonding in RC beams and slabs." Constr. Build. Mater. CBVME2 0950-0618, 17 (6-7), 447-462. 10.1016/S0950-0618(03)00043-6
    • (2003) Constr. Build. Mater. , vol.17 , Issue.67 , pp. 447-462
    • Teng, J.G.1    Smith, S.T.2    Yao, J.3    Chen, J.F.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.