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Volumn 122, Issue 9, 1996, Pages 1006-1015

Concrete shear failure in reinforced-concrete elements

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETE REINFORCEMENTS; CRACK INITIATION; CRACKS; LOADS (FORCES); MATHEMATICAL MODELS; MECHANICAL PROPERTIES; REINFORCED CONCRETE; STEEL; STRAIN; STRESSES; STRUCTURAL PANELS;

EID: 0030241386     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:9(1006)     Document Type: Article
Times cited : (15)

References (17)
  • 1
    • 0024620260 scopus 로고
    • Analysis of RC membrane elements with anisotropic reinforcement
    • ASCE
    • Barzegar, F. (1989). "Analysis of RC membrane elements with anisotropic reinforcement." J. Struct. Engrg., ASCE, 115(3), 647-665.
    • (1989) J. Struct. Engrg. , vol.115 , Issue.3 , pp. 647-665
    • Barzegar, F.1
  • 3
    • 0019565864 scopus 로고
    • Properties of high strength concrete subjected to short-term loads
    • Carrasquillo, R. L., Nilson, A. H., and Slate, F. O. (1981). "Properties of high strength concrete subjected to short-term loads." ACI J., 78(3), 171-178.
    • (1981) ACI J. , vol.78 , Issue.3 , pp. 171-178
    • Carrasquillo, R.L.1    Nilson, A.H.2    Slate, F.O.3
  • 4
    • 0022162159 scopus 로고
    • Constitutive model for cracked reinforced concrete
    • Cervenka, V. (1985). "Constitutive model for cracked reinforced concrete." ACI J., 82(6), 877-882.
    • (1985) ACI J. , vol.82 , Issue.6 , pp. 877-882
    • Cervenka, V.1
  • 5
    • 0024641565 scopus 로고
    • Unified approach to modeling post-cracking membrane behavior of reinforced concrete
    • ASCE
    • Gupta, A. K., and Maestrini, S. R. (1989). "Unified approach to modeling post-cracking membrane behavior of reinforced concrete." J. Struct. Engrg., ASCE, 115(4), 977-993.
    • (1989) J. Struct. Engrg. , vol.115 , Issue.4 , pp. 977-993
    • Gupta, A.K.1    Maestrini, S.R.2
  • 6
    • 0025402074 scopus 로고
    • Nonlinear analysis of cracked reinforced concrete
    • Hu, H. T., and Schnobrich, W. C. (1990). "Nonlinear analysis of cracked reinforced concrete." ACI J., 87(2), 199-207.
    • (1990) ACI J. , vol.87 , Issue.2 , pp. 199-207
    • Hu, H.T.1    Schnobrich, W.C.2
  • 7
    • 0008894353 scopus 로고
    • Ultimate strength and deformation of RC panels subjected to in-plane stresses
    • Pineridge Press, Swansea, Wales
    • Izumo, J., and Okamura, H. (1990). "Ultimate strength and deformation of RC panels subjected to in-plane stresses." Proc., 2nd Int. Conf. on Comp. Aided Anal, and Des. of Concrete Struct., Pineridge Press, Swansea, Wales, Vol. 1, 177-188.
    • (1990) Proc., 2nd Int. Conf. on Comp. Aided Anal, and Des. of Concrete Struct. , vol.1 , pp. 177-188
    • Izumo, J.1    Okamura, H.2
  • 8
    • 5544248831 scopus 로고
    • State of the art on high-strength concrete (ACI 363 R-84)
    • Am. Concrete Inst., Detroit, Mich.
    • "State of the art on high-strength concrete (ACI 363 R-84)." (1984). Manual of concrete practice, Am. Concrete Inst., Detroit, Mich.
    • (1984) Manual of Concrete Practice
  • 9
    • 0025957024 scopus 로고
    • Constitutive model for reinforced concrete finite element analysis
    • Stevens, N. J., Uzumeri, S. M., Collins, M. P., and Will, G. T. (1991). "Constitutive model for reinforced concrete finite element analysis." ACI J., 88(1), 49-59.
    • (1991) ACI J. , vol.88 , Issue.1 , pp. 49-59
    • Stevens, N.J.1    Uzumeri, S.M.2    Collins, M.P.3    Will, G.T.4
  • 11
    • 0006933094 scopus 로고
    • Response of reinforced concrete to in-plane shear and normal stresses
    • Dept. of Civ. Engrg., Univ. of Toronto, Canada
    • Vecchio, F. J., and Collins, M. P. (1982). "Response of reinforced concrete to in-plane shear and normal stresses." Publ. No. 82-03, Dept. of Civ. Engrg., Univ. of Toronto, Canada.
    • (1982) Publ. No. 82-03
    • Vecchio, F.J.1    Collins, M.P.2
  • 12
    • 0022675983 scopus 로고
    • Modified compression - Field theory for reinforced concrete elements subjected to shear
    • Vecchio, F. J., and Collins, M. P. (1986). "Modified compression - field theory for reinforced concrete elements subjected to shear." ACI J., 83(2), 219-231.
    • (1986) ACI J. , vol.83 , Issue.2 , pp. 219-231
    • Vecchio, F.J.1    Collins, M.P.2
  • 13
    • 0028465321 scopus 로고
    • High-strength concrete elements subjected to shear
    • Vecchio, F. J., Collins, M. P., and Aspiotis, J. (1994). "High-strength concrete elements subjected to shear." ACI J., 91(4), 423-433.
    • (1994) ACI J. , vol.91 , Issue.4 , pp. 423-433
    • Vecchio, F.J.1    Collins, M.P.2    Aspiotis, J.3
  • 14
    • 0022769728 scopus 로고
    • State of stress in RC plates under service conditions
    • ASCE
    • Zararis, P. D. (1986). "State of stress in RC plates under service conditions." J. Struct. Engrg., ASCE, 112(8), 1908-1927.
    • (1986) J. Struct. Engrg. , vol.112 , Issue.8 , pp. 1908-1927
    • Zararis, P.D.1
  • 15
    • 85033833973 scopus 로고
    • Reinforced concrete stress tensor
    • Tech. Chamber of Greece, Athens, in Greek
    • Zararis, P. D. (1987). "Reinforced concrete stress tensor." Proc., 8th Hellenic Conf. on Concrete, Tech. Chamber of Greece, Athens, Vol. 2, 113-120 (in Greek).
    • (1987) Proc., 8th Hellenic Conf. on Concrete , vol.2 , pp. 113-120
    • Zararis, P.D.1
  • 16
    • 0023978313 scopus 로고
    • Failure mechanisms in RC plates carrying in-plane forces
    • ASCE
    • Zararis, P. D. (1988). "Failure mechanisms in RC plates carrying in-plane forces." J. Struct. Engrg., ASCE, 114(3), 553-574.
    • (1988) J. Struct. Engrg. , vol.114 , Issue.3 , pp. 553-574
    • Zararis, P.D.1
  • 17
    • 0029360132 scopus 로고
    • Failure mechanism in concrete plates reinforced in only one direction
    • ASCE
    • Zararis, P. D. (1995). "Failure mechanism in concrete plates reinforced in only one direction." J. Struct. Engrg., ASCE, 121(8), 1161-1169.
    • (1995) J. Struct. Engrg. , vol.121 , Issue.8 , pp. 1161-1169
    • Zararis, P.D.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.