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Volumn 59, Issue 1, 1996, Pages 179-190

Tension stiffening model for planar reinforced concrete members

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; CRACKS; DIFFERENTIAL EQUATIONS; NUMERICAL METHODS; REINFORCED CONCRETE; STRESS ANALYSIS; TENSILE PROPERTIES;

EID: 0030567319     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/0045-7949(95)00146-8     Document Type: Article
Times cited : (79)

References (15)
  • 1
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    • A. Scanlon and D. W. Murray, Time dependent reinforced concrete slab deflections. J. struct. Engng Div. ASCE 100, 1911-1924 (1974).
    • (1974) J. Struct. Engng Div. ASCE , vol.100 , pp. 1911-1924
    • Scanlon, A.1    Murray, D.W.2
  • 2
    • 0016484370 scopus 로고
    • Nonlinear analysis of RC shells of general forms
    • C. S. Lin and A. C. Scordelis, Nonlinear analysis of RC shells of general forms. J. struct. Engng Div. ASCE 111, 523-538 (1975).
    • (1975) J. Struct. Engng Div. ASCE , vol.111 , pp. 523-538
    • Lin, C.S.1    Scordelis, A.C.2
  • 3
    • 0018151684 scopus 로고
    • Tension stiffening in reinforced concrete slabs
    • R. I. Gilbert and R. F. Warner, Tension stiffening in reinforced concrete slabs. J. struct. Engng Dip. ASCE 104, 1885-1900 (1978).
    • (1978) J. Struct. Engng Dip. ASCE , vol.104 , pp. 1885-1900
    • Gilbert, R.I.1    Warner, R.F.2
  • 4
    • 0024707752 scopus 로고
    • Biaxial tension stiffening due to generally oriented reinforcing layers
    • R. A. Link, A. E. Elwi and A. Scanlon, Biaxial tension stiffening due to generally oriented reinforcing layers. J. Engng Mech. Div. ASCE 115, 1647-1662 (1989).
    • (1989) J. Engng Mech. Div. ASCE , vol.115 , pp. 1647-1662
    • Link, R.A.1    Elwi, A.E.2    Scanlon, A.3
  • 5
    • 0020249206 scopus 로고
    • Tension stiffening concept based on bond slip
    • H. Foegl and H. A. Mang, Tension stiffening concept based on bond slip. J. struct. Engng Div. ASCE 108, 2681-2701 (1982).
    • (1982) J. Struct. Engng Div. ASCE , vol.108 , pp. 2681-2701
    • Foegl, H.1    Mang, H.A.2
  • 6
    • 0025400681 scopus 로고
    • Tension-stiffness model for reinforced concrete bars
    • A. K. Gupta and S, R. Maestrini, Tension-stiffness model for reinforced concrete bars. J. struct. Engng Div. ASCE 116, 769-790 (1990).
    • (1990) J. Struct. Engng Div. ASCE , vol.116 , pp. 769-790
    • Gupta, A.K.1    Maestrini, S.R.2
  • 7
    • 0026124396 scopus 로고
    • Tension stiffness model for cracked reinforced concrete
    • Z. Wu, H. Yoshikawa and T. Tanabe, Tension stiffness model for cracked reinforced concrete. J. struct. Engng Div. ASCE 117, 715-732 (1991).
    • (1991) J. Struct. Engng Div. ASCE , vol.117 , pp. 715-732
    • Wu, Z.1    Yoshikawa, H.2    Tanabe, T.3
  • 8
    • 0026909967 scopus 로고
    • Crack analysis of reinforced concrete tension members
    • H. C. Chan, Y. K. Cheung and Y. P. Huang, Crack analysis of reinforced concrete tension members. J. struct. Engng Div. ASCE 118, 2118-2132 (1992).
    • (1992) J. Struct. Engng Div. ASCE , vol.118 , pp. 2118-2132
    • Chan, H.C.1    Cheung, Y.K.2    Huang, Y.P.3
  • 9
    • 0019565869 scopus 로고
    • Bond stress versus slip relationships and cracking response of tension members
    • S. Somayaji and S. P. Shah, Bond stress versus slip relationships and cracking response of tension members. J. ACI 78, 217-225 (1981).
    • (1981) J. ACI , vol.78 , pp. 217-225
    • Somayaji, S.1    Shah, S.P.2
  • 11
    • 0001743913 scopus 로고
    • Cracks formed in concrete around deformed tension bars
    • Y. Goto, Cracks formed in concrete around deformed tension bars. J. ACI 68, 244-251 (1971).
    • (1971) J. ACI , vol.68 , pp. 244-251
    • Goto, Y.1
  • 15
    • 0026918092 scopus 로고
    • Finite element modeling of concrete expansion and confinement
    • F. J. Vecchio, Finite element modeling of concrete expansion and confinement. J. struct. Engng Div. ASCE 118, 2390-2406 (1992).
    • (1992) J. Struct. Engng Div. ASCE , vol.118 , pp. 2390-2406
    • Vecchio, F.J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.