메뉴 건너뛰기




Volumn 13, Issue 4, 2007, Pages 317-323

Cracking and strength of reinforced concrete structures in flexure strengthened with carbon fibre laminates

Author keywords

Cracking moment; External carbon fibre reinforcement; Strength; Strengthening

Indexed keywords

BENDING STRENGTH; CARBON FIBERS; COMPRESSION TESTING; CRACK PROPAGATION; LAMINATED COMPOSITES; STRESS ANALYSIS;

EID: 37849039865     PISSN: 13923730     EISSN: 18223605     Source Type: Journal    
DOI: 10.1080/13923730.2007.9636452     Document Type: Article
Times cited : (31)

References (29)
  • 1
    • 8644260815 scopus 로고    scopus 로고
    • Cracking and deform-ability analysis of reinforced concrete beams strengthened with externally bonded carbon fiber reinforced polymer sheet
    • AIELLO, M. A., and OMBRES, L., 2004. Cracking and deform-ability analysis of reinforced concrete beams strengthened with externally bonded carbon fiber reinforced polymer sheet. Journal of Materials in Civil Engineering, 16 (5):392–399.
    • (2004) Journal of Materials in Civil Engineering , vol.16 , Issue.5 , pp. 392-399
    • Aiello, M.A.1    Ombres, L.2
  • 2
    • 0141884006 scopus 로고    scopus 로고
    • Structural performances of short steel-fiber reinforced concrete beams with externally bonded FRP sheets
    • YIN, J., and WU, Z. S., 2003. Structural performances of short steel-fiber reinforced concrete beams with externally bonded FRP sheets. Construction and Building Materials, 17 (6–7):463–470.
    • (2003) Construction and Building Materials , vol.17 , Issue.6-7 , pp. 463-470
    • Yin, J.1    Wu, Z.S.2
  • 3
    • 0037290557 scopus 로고    scopus 로고
    • Finite element modelling of concrete cover separation failure in FRP plated RC beams
    • YANG, Z. J., CHEN, J. F., and PROVERBS, D., 2003. Finite element modelling of concrete cover separation failure in FRP plated RC beams. Construction and Building Materials, 17 (1):3–13.
    • (2003) Construction and Building Materials , vol.17 , Issue.1 , pp. 3-13
    • Yang, Z.J.1    Chen, J.F.2    Proverbs, D.3
  • 4
    • 0036534134 scopus 로고    scopus 로고
    • FRP-strengthened RC beams. I: Review of debonding strength models
    • SMITH, S. T., and TENG, J. G., 2002. FRP-strengthened RC beams. I:review of debonding strength models. Engineering Structures, 24 (4):385–395.
    • (2002) Engineering Structures , vol.24 , Issue.4 , pp. 385-395
    • Smith, S.T.1    Teng, J.G.2
  • 5
    • 0035398638 scopus 로고    scopus 로고
    • Significance of midspan debonding failure in frp-plated concrete beams
    • SEBASTIAN, W. M., 2001. Significance of midspan debonding failure in frp-plated concrete beams. Journal of Structural Engineering, 127 (7):792–798.
    • (2001) Journal of Structural Engineering , vol.127 , Issue.7 , pp. 792-798
    • Sebastian, W.M.1
  • 6
  • 7
    • 0036466288 scopus 로고    scopus 로고
    • Parametric study of bond failure in concrete beams externally strengthened with fibre reinforced polymer plates
    • KIM, D., and SEBASTIAN, W. M., 2002. Parametric study of bond failure in concrete beams externally strengthened with fibre reinforced polymer plates. Magazine of Concrete Research, 54 (1):47–59.
    • (2002) Magazine of Concrete Research , vol.54 , Issue.1 , pp. 47-59
    • Kim, D.1    Sebastian, W.M.2
  • 8
    • 0346781561 scopus 로고    scopus 로고
    • Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites
    • BUYUKOZTURK, O., GUNES, O., and KARACA, E., 2004. Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites. Construction and Building Materials, 18 (1):9–19.
    • (2004) Construction and Building Materials , vol.18 , Issue.1 , pp. 9-19
    • Buyukozturk, O.1    Gunes, O.2    Karaca, E.3
  • 9
    • 1542686082 scopus 로고    scopus 로고
    • Peeling behaviour of reinforced concrete beams strengthened with CFRP plates under various end restraint conditions
    • PIMANMAS, A., and PORNPONGSAROJ, P., 2004. Peeling behaviour of reinforced concrete beams strengthened with CFRP plates under various end restraint conditions. Magazine of Concrete Research, 56 (2):73–81.
    • (2004) Magazine of Concrete Research , vol.56 , Issue.2 , pp. 73-81
    • Pimanmas, A.1    Pornpongsaroj, P.2
  • 10
    • 33750629509 scopus 로고    scopus 로고
    • Failure diagrams of FRP strengthened RC beams
    • GAO, B., LEUNG, C. K. Y., and KIM, J.-K., 2007. Failure diagrams of FRP strengthened RC beams. Composite Structures, 77 (4):493–508.
    • (2007) Composite Structures , vol.77 , Issue.4 , pp. 493-508
    • Gao, B.1    Leung, C.K.Y.2    Kim, J.3
  • 11
    • 4143102376 scopus 로고    scopus 로고
    • Experimental investigation into flexural retrofitting of reinforced concrete bridge beams using FRP composites
    • PHAM, H., and AL-MAHAIDI, R., 2004. Experimental investigation into flexural retrofitting of reinforced concrete bridge beams using FRP composites. Composites Structures, 66 (1–4):617–625.
    • (2004) Composites Structures , vol.66 , Issue.1-4 , pp. 617-625
    • Pham, H.1    Al-Mahaidi, R.2
  • 12
    • 29144461521 scopus 로고    scopus 로고
    • Shear behavior of reinforced concrete beams strengthened in flexure with bonded carbon fibre reinforced polymers laminates
    • BENCARDINO, F., COLOTTI, V., SPADEA, G., and SWAMY, R. N., 2005. Shear behavior of reinforced concrete beams strengthened in flexure with bonded carbon fibre reinforced polymers laminates. Canadian Journal of Civil Engineering, 32 (5):812–824.
    • (2005) Canadian Journal of Civil Engineering , vol.32 , Issue.5 , pp. 812-824
    • Bencardino, F.1    Colotti, V.2    Spadea, G.3    Swamy, R.N.4
  • 13
    • 0031641828 scopus 로고    scopus 로고
    • An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates
    • GARDEN, H. N., and HOLLAWAY, L. C., 1998. An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates. Composites Part B:Engineering, 29 (4):411–424.
    • (1998) Composites Part B: Engineering , vol.29 , Issue.4 , pp. 411-424
    • Garden, H.N.1    Hollaway, L.C.2
  • 14
    • 0034545110 scopus 로고    scopus 로고
    • Behavior of CFRPC strengthened reinforced concrete beams with varying degrees of strengthening
    • RAMANA, V. P. V., 2000. Behavior of CFRPC strengthened reinforced concrete beams with varying degrees of strengthening. Composites Part B:Engineering, 31 (6–7):461–470.
    • (2000) Composites Part B: Engineering , vol.31 , Issue.6-7 , pp. 461-470
    • Ramana, V.P.V.1
  • 15
    • 33745216667 scopus 로고    scopus 로고
    • An experimental and numerical study of the effect of thickness and length of CFRP on performance of repaired reinforced concrete beams
    • LI, L. J., GUO, Y. C., LIU, F., and BUNGEY, J. H., 2006. An experimental and numerical study of the effect of thickness and length of CFRP on performance of repaired reinforced concrete beams. Construction and Building Materials, 20 (10):901–909.
    • (2006) Construction and Building Materials , vol.20 , Issue.10 , pp. 901-909
    • Li, L.J.1    Guo, Y.C.2    Liu, F.3    Bungey, J.H.4
  • 16
    • 2942587261 scopus 로고    scopus 로고
    • Experimental behaviour of composite girders with steel undulating web and thin-walled shear connectors hilti stripcon
    • MOTAK, J., and MACHACEK, J., 2004. Experimental behaviour of composite girders with steel undulating web and thin-walled shear connectors hilti stripcon. Journal of Civil Engineering and Management, 10 (1):45–49.
    • (2004) Journal of Civil Engineering and Management , vol.10 , Issue.1 , pp. 45-49
    • Motak, J.1    Machacek, J.2
  • 17
    • 25444526402 scopus 로고    scopus 로고
    • Improvement of capacity in bending by the use of frp layers on rc beams
    • BULAVS, F., RADINSH, I., and TIRANS, N., 2005. Improvement of capacity in bending by the use of frp layers on rc beams. Journal of Civil Engineering and Management, 11 (3):169–174.
    • (2005) Journal of Civil Engineering and Management , vol.11 , Issue.3 , pp. 169-174
    • Bulavs, F.1    Radinsh, I.2    Tirans, N.3
  • 18
    • 37849023510 scopus 로고    scopus 로고
    • Deflection of flexural reinforced concrete structures with external non-metallic reinforcement (experimental and theoretical investigation)
    • VALIVONIS, J., 2002. Deflection of flexural reinforced concrete structures with external non-metallic reinforcement (experimental and theoretical investigation). Journal of Civil Engineering and Management, 8 (3):164–168.
    • (2002) Journal of Civil Engineering and Management , vol.8 , Issue.3 , pp. 164-168
    • Valivonis, J.1
  • 19
    • 33646087384 scopus 로고
    • The resistance of reinforced concrete beams with asbestos cement sheets in the tension zone
    • (in Lithuanian)
    • VALIVONIS, J., KUDZYS, A., and JURKŠA, A., 1987. The resistance of reinforced concrete beams with asbestos cement sheets in the tension zone. Reinforced Concrete Structures (Gelžbetonines konstrukcijos), 15:24–36. (in Lithuanian)
    • (1987) Reinforced Concrete Structures (Gelžbetonines konstrukcijos) , vol.15 , pp. 24-36
    • Valivonis, J.1    Kudzys, A.2    Jurkša, A.3
  • 21
    • 0033102953 scopus 로고    scopus 로고
    • Strengthening of reinforced concrete beams with externally bonded composite laminates
    • ROSS, C. A., JEROME, D. M., TEDESCO, J. W., and HUGHES, M. L., 1999. Strengthening of reinforced concrete beams with externally bonded composite laminates. ACI Structural Journal, 96 (23):212–220.
    • (1999) ACI Structural Journal , vol.96 , Issue.23 , pp. 212-220
    • Ross, C.A.1    Jerome, D.M.2    Tedesco, J.W.3    Hughes, M.L.4
  • 23
    • 33746072603 scopus 로고    scopus 로고
    • Strengthening efficiency of taper ended FRP strips bonded to RC beams
    • GAO, B., KIM, J. K., and LEUNG, C. K. Y., 2006. Strengthening efficiency of taper ended FRP strips bonded to RC beams. Composite Science and Technology, 66 (13):2257–2264.
    • (2006) Composite Science and Technology , vol.66 , Issue.13 , pp. 2257-2264
    • Gao, B.1    Kim, J.K.2    Leung, C.K.Y.3
  • 25
    • 6444242858 scopus 로고    scopus 로고
    • Experimental study on RC beams with FRP strips bonded with rubber modified resins
    • GAO, B., KIM, J. K., and LEUNG, C. K. Y., 2004. Experimental study on RC beams with FRP strips bonded with rubber modified resins. Composite Science and Technology, 64 (16):2557–2564.
    • (2004) Composite Science and Technology , vol.64 , Issue.16 , pp. 2557-2564
    • Gao, B.1    Kim, J.K.2    Leung, C.K.Y.3
  • 26
    • 33748292890 scopus 로고    scopus 로고
    • A way for preventing tension delamination of concrete cover in midspan of FRP strengthened beams
    • XIONG, G. J., JIANG, X., LIU, J. W., and CHEN, L., 2007. A way for preventing tension delamination of concrete cover in midspan of FRP strengthened beams. Construction and Building Materials, 21 (2):402–408.
    • (2007) Construction and Building Materials , vol.21 , Issue.2 , pp. 402-408
    • Xiong, G.J.1    Jiang, X.2    Liu, J.W.3    Chen, L.4
  • 27
    • 0035545936 scopus 로고    scopus 로고
    • Interfacial shear stress concentration in FRP strengthened beams
    • MAALEJ, M., and BIAN, Y., 2001. Interfacial shear stress concentration in FRP strengthened beams. Composite Structures, 54 (4):417–426.
    • (2001) Composite Structures , vol.54 , Issue.4 , pp. 417-426
    • Maalej, M.1    Bian, Y.2
  • 28
    • 18144406545 scopus 로고    scopus 로고
    • Effect of beam size and FRP thickness on interfacial shear stress concentration and failure mode of FRP-strengthened beams
    • MAALEJ, M., and LEONG, K. S., 2005. Effect of beam size and FRP thickness on interfacial shear stress concentration and failure mode of FRP-strengthened beams. Composite Science and Technology, 65:1148–1158.
    • (2005) Composite Science and Technology , vol.65 , pp. 1148-1158
    • Maalej, M.1    Leong, K.S.2
  • 29
    • 51249167749 scopus 로고
    • Strengthening of rc beams with epoxy bonded fibre composite materials
    • TRIANTAFILLOU, T. C., and PLEVRIS, N., 1992. Strengthening of rc beams with epoxy bonded fibre composite materials. Materials and Structures, 25 (4):201–211.
    • (1992) Materials and Structures , vol.25 , Issue.4 , pp. 201-211
    • Triantafillou, T.C.1    Plevris, N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.