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Volumn 100, Issue 5, 2003, Pages 589-598

Punching of Two-Way Concrete Slabs with Fiber-Reinforced Polymer Reinforcing Bars or Grids

Author keywords

Columns; Connections; Fiber reinforced polymer; Punching shear; Slabs

Indexed keywords

FIBER REINFORCED PLASTICS; LOADS (FORCES); SHEAR STRENGTH; STIFFNESS;

EID: 0141834740     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (131)

References (15)
  • 2
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    • June
    • Ahmad, S. H.; Zia, P.; Yu, T. J.; and Xie, Y., 1993, "Punching Shear Tests of Slabs Reinforced with 3-D Carbon Fiber Fabric," Concrete International, V. 16, No. 6, June, pp. 36-41.
    • (1993) Concrete International , vol.16 , Issue.6 , pp. 36-41
    • Ahmad, S.H.1    Zia, P.2    Yu, T.J.3    Xie, Y.4
  • 3
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    • Bond Model for Concentric Punching Shear
    • May-June
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    • Alexander, S.D.B.1    Simmonds, S.H.2
  • 4
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    • Behavior of Concrete Slabs Reinforced with Fiber-Reinforced Plastic Grid
    • ASCE
    • Banthia, N.; Al-Asaly, M.; and Ma, S., 1995, "Behavior of Concrete Slabs Reinforced with Fiber-Reinforced Plastic Grid," Journal of Materials in Civil Engineering, ASCE, V. 7, No. 4, pp. 643-652.
    • (1995) Journal of Materials in Civil Engineering , vol.7 , Issue.4 , pp. 643-652
    • Banthia, N.1    Al-Asaly, M.2    Ma, S.3
  • 6
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    • One-Way Slabs Reinforced with Glass Fiber Reinforced Polymer Reinforcing Bars
    • Proceedings of the Fourth International Symposium, SP-188, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich.
    • Deitz, D. H.; Hank, I. E.; and Gesund, H., 1999, "One-Way Slabs Reinforced with Glass Fiber Reinforced Polymer Reinforcing Bars," Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, Proceedings of the Fourth International Symposium, SP-188, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich., pp. 279-286.
    • (1999) Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures , pp. 279-286
    • Deitz, D.H.1    Hank, I.E.2    Gesund, H.3
  • 8
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    • New Approach for Punching Shear Capacity Prediction of Fiber Reinforced Polymer Reinforced Concrete Flat Slabs
    • Proceedings of the Fourth International Symposium, SP-188, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich.
    • El-Ghandour, A. W.; Pilakoutas, K.; and Waldron, P., 1999, "New Approach for Punching Shear Capacity Prediction of Fiber Reinforced Polymer Reinforced Concrete Flat Slabs," Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, Proceedings of the Fourth International Symposium, SP-188, C. W. Dolan, S. H. Rizkalla, and A. Nanni, eds., American Concrete Institute, Farmington Hills, Mich., pp. 135-144.
    • (1999) Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures , pp. 135-144
    • El-Ghandour, A.W.1    Pilakoutas, K.2    Waldron, P.3
  • 10
    • 0009743945 scopus 로고    scopus 로고
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    • fib Task Group Bond Models, 2000, "Bond of Reinforcement in Concrete," State-of-Art Report, FIB Bulletin 10, Fédération Internationale du Béton, Lausanne, Switzerland, 427 pp.
    • (2000) FIB Bulletin , vol.10 , pp. 427
  • 11
    • 0000636366 scopus 로고
    • Punching of Concrete Slabs without Shear Reinforcement
    • Stockholm, Sweden
    • Kinnunen, S., and Nylander, H., 1960, "Punching of Concrete Slabs without Shear Reinforcement," Transactions of the Royal Institute of Technology, No. 158, Stockholm, Sweden, 112 pp.
    • (1960) Transactions of the Royal Institute of Technology , Issue.158 , pp. 112
    • Kinnunen, S.1    Nylander, H.2
  • 12
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    • Concrete Slabs Reinforced with FRP Grids. II: Punching Resistance
    • ASCE
    • Matthys, S., and Taerwe, L., 2000, "Concrete Slabs Reinforced with FRP Grids. II: Punching Resistance," Journal of Composites for Construction, ASCE, V. 4, No. 3, pp. 154-161.
    • (2000) Journal of Composites for Construction , vol.4 , Issue.3 , pp. 154-161
    • Matthys, S.1    Taerwe, L.2
  • 13
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    • Closure " Concrete Slabs Reinforced with FRP Grids. II: Punching Resistance,"
    • discussion by C. E. Ospina, S. D. B. Alexander, and J. J. R. Cheng, ASCE
    • Matthys, S., and Taerwe, L., 2001, Closure to "Concrete Slabs Reinforced with FRP Grids. II: Punching Resistance," discussion by C. E. Ospina, S. D. B. Alexander, and J. J. R. Cheng, Journal of Composites for Construction, ASCE, V. 5, No. 4, p. 277.
    • (2001) Journal of Composites for Construction , vol.5 , Issue.4 , pp. 277
    • Matthys, S.1    Taerwe, L.2
  • 14
    • 0017457738 scopus 로고
    • Fiberglass Reinforced Concrete Slabs and Beams
    • ASCE
    • Nawy, E., and Neuwerth, G. E., 1977, "Fiberglass Reinforced Concrete Slabs and Beams," Journal of the Structural Division, ASCE, V. 103, No. ST 2, pp. 421-440.
    • (1977) Journal of the Structural Division , vol.103 , Issue.ST 2 , pp. 421-440
    • Nawy, E.1    Neuwerth, G.E.2
  • 15
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    • Behavior of Concrete Slabs with Fiber-Reinforced Polymer Reinforcement
    • Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada
    • Ospina, C. E.; Alexander, S. D. B.; and Cheng, J. J. R., 2001, "Behavior of Concrete Slabs with Fiber-Reinforced Polymer Reinforcement," Structural Engineering Report No. 242, Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada, 355 pp.
    • (2001) Structural Engineering Report No. 242 , vol.242 , pp. 355
    • Ospina, C.E.1    Alexander, S.D.B.2    Cheng, J.J.R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.