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Volumn 131, Issue 9, 2005, Pages 1422-1425

Explaining the riddle of tension stiffening models for shear panel experiments

Author keywords

Bond stress; Concrete; Constitutive equations; Stiffening; Tension

Indexed keywords

BOND (MASONRY); CRACK INITIATION; PRESTRESSED CONCRETE; REINFORCED CONCRETE; SHEAR STRENGTH; STIFFNESS; STRUCTURAL LOADS;

EID: 27644541375     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:9(1422)     Document Type: Article
Times cited : (86)

References (12)
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    • Belarbi, A.1    Hsu, T.T.C.2
  • 2
    • 0029361065 scopus 로고
    • Constitutive laws of softened concrete in biaxial tension compression
    • Belarbi, A., and Hsu, T. T. C. (1995). "Constitutive laws of softened concrete in biaxial tension compression." ACI Struct. J., 92(5), 562-572.
    • (1995) ACI Struct. J. , vol.92 , Issue.5 , pp. 562-572
    • Belarbi, A.1    Hsu, T.T.C.2
  • 3
    • 0032312012 scopus 로고    scopus 로고
    • Procedures for calculating the shear response of reinforced concrete elements: A discussion
    • Collins, M. P. (1998). "Procedures for calculating the shear response of reinforced concrete elements: A discussion." J. Struct. Eng., 124(12), 1485-1488.
    • (1998) J. Struct. Eng. , vol.124 , Issue.12 , pp. 1485-1488
    • Collins, M.P.1
  • 5
    • 0036665284 scopus 로고    scopus 로고
    • Softened membrane model for reinforced concrete elements in shear
    • Hsu, T. T. C., and Zhu, R. H. (2002). "Softened membrane model for reinforced concrete elements in shear." ACI Struct. J., 99(4), 460-469.
    • (2002) ACI Struct. J. , vol.99 , Issue.4 , pp. 460-469
    • Hsu, T.T.C.1    Zhu, R.H.2
  • 7
    • 0029405330 scopus 로고
    • Behavior of reinforced concrete membranes in shear
    • Pang, X., and Hsu, T. T. C. (1995). "Behavior of reinforced concrete membranes in shear." ACI Struct. J., 92(6), 665-679.
    • (1995) ACI Struct. J. , vol.92 , Issue.6 , pp. 665-679
    • Pang, X.1    Hsu, T.T.C.2
  • 8
    • 3943063810 scopus 로고
    • Average stress-strain relationship in post yield range of steel bar in concrete
    • Tamai, S., Shima, H., Izumo, J., and Okamura, H. (1987). "Average stress-strain relationship in post yield range of steel bar in concrete." Concrete Library of JSCE 11, 117-129.
    • (1987) Concrete Library of JSCE , vol.11 , pp. 117-129
    • Tamai, S.1    Shima, H.2    Izumo, J.3    Okamura, H.4
  • 9
    • 27644570956 scopus 로고    scopus 로고
    • Translation from
    • [Translation from Proc., JSCE, 6(378)].
    • Proc., JSCE , vol.6 , Issue.378
  • 11
    • 0022675983 scopus 로고
    • The modified compression field theory for reinforced concrete elements subjected to shear
    • Vecchio, F. J., and Collins, M. P. (1986). "The 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
  • 12
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    • 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 Struct. J., 91(4), 423-433.
    • (1994) ACI Struct. J. , vol.91 , Issue.4 , pp. 423-433
    • Vecchio, F.J.1    Collins, M.P.2    Aspiotis, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.