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Volumn 30, Issue 1, 2008, Pages 206-217

One-dimensional analysis of tension stiffening in reinforced concrete with discrete cracks

Author keywords

Bond; Concrete; Cracks; Discrete cracking; Finite element; Tension stiffening

Indexed keywords

CRACKS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STIFFNESS; STRAIN; STRESSES; STRUCTURAL LOADS; TENSILE TESTING;

EID: 36549079543     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.03.013     Document Type: Article
Times cited : (72)

References (17)
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    • ACI Committee 224. Cracking of concrete members in direct tension. 1986. Reapproved 1997
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    • 36549075474 scopus 로고    scopus 로고
    • ATENA program documentation, Revision 05/2001. Part 3 ATENA 2D Examples of applications. Cervenka Consultins
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    • 36549061865 scopus 로고    scopus 로고
    • Comitee Euro-International du Beton and Federation Internationale de la Precontrainte. CEB-FIP model code for concrete structural. 3rd ed. Paris; 1978
  • 6
    • 36549084480 scopus 로고    scopus 로고
    • Favre R, Koprna M, Putallaz JC. Deformation of concrete structures theoretical basis for the calculation. International Association for Bridge and Structural Engineering, No. S-16/81. Zurich. 1981
  • 13
    • 0026866071 scopus 로고
    • Cracking response of RC members subjected to uniaxial tension
    • Russo G., and Romano F. Cracking response of RC members subjected to uniaxial tension. Journal of Structural Engineering ASCE 118 5 (1992) 1172-1190
    • (1992) Journal of Structural Engineering ASCE , vol.118 , Issue.5 , pp. 1172-1190
    • Russo, G.1    Romano, F.2
  • 14
    • 36549089905 scopus 로고    scopus 로고
    • Structural concrete, Textbook on behavior, design and performance updated knowledge of the CEB/FIP model code. 1990
  • 15
    • 0030287701 scopus 로고    scopus 로고
    • Response of reinforced concrete panels under uniaxial tension
    • Wollrab E., Kulkarni S.M., Ouyang C., and Shah S.P. Response of reinforced concrete panels under uniaxial tension. ACI Structural Journal 93 6 (1996) 648-657
    • (1996) ACI Structural Journal , vol.93 , Issue.6 , pp. 648-657
    • Wollrab, E.1    Kulkarni, S.M.2    Ouyang, C.3    Shah, S.P.4
  • 17
    • 0031332994 scopus 로고    scopus 로고
    • A two phase one dimensional model for steel concrete interaction
    • Yankelevsky D.Z. A two phase one dimensional model for steel concrete interaction. Computers & Structures 65 6 (1997) 781-794
    • (1997) Computers & Structures , vol.65 , Issue.6 , pp. 781-794
    • Yankelevsky, D.Z.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.