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Volumn 100, Issue 1, 2005, Pages 52-62

A triaxial constitutive law for concretes with normal and high strength;Ein dreiaxiales Stoffgesetz für Betone mit normaler und hoher Festigkeit

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE GRADES; DAMAGE THEORY; STRESS-STRAIN BEHAVIOR;

EID: 12344317191     PISSN: 00059900     EISSN: None     Source Type: Journal    
DOI: 10.1002/best.200590008     Document Type: Article
Times cited : (8)

References (20)
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    • Hegger, J., Goralski, C., Rauscher, S. und Kerkeni, N.: Finite-Elemente-Berechnungen zum Trag- und Verformungsverhalten von Kopfbolzendübeln. Stahlbau 1 (2004), S. 20-25.
    • (2004) Stahlbau , vol.1 , pp. 20-25
    • Hegger, J.1    Goralski, C.2    Rauscher, S.3    Kerkeni, N.4
  • 4
    • 1842562344 scopus 로고    scopus 로고
    • Durchstanzmodell für Flachdecken mit Faserverbundbewehrung und großen Aussparungen in Stützennähe
    • Gastmeyer, R.: Durchstanzmodell für Flachdecken mit Faserverbundbewehrung und großen Aussparungen in Stützennähe. Beton- und Stahlbetonbau 3 (2004), S. 200-208.
    • (2004) Beton- und Stahlbetonbau , vol.3 , pp. 200-208
    • Gastmeyer, R.1
  • 6
    • 0035193259 scopus 로고    scopus 로고
    • On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate. II. Generalized pseudo-Rankine model for pseudo damage
    • Carol, I., Rizzi, E. and Willam, K.: On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate. II. Generalized pseudo-Rankine model for pseudo damage. Int. J. Solids and Structures, Vol. 38 (2001), S. 491-546.
    • (2001) Int. J. Solids and Structures , vol.38 , pp. 491-546
    • Carol, I.1    Rizzi, E.2    Willam, K.3
  • 7
    • 0028167285 scopus 로고
    • A unified theory of elastic degradation and damage based on a loading surface
    • Carol, I., Rizzi, E. and Willam, K.: A unified theory of elastic degradation and damage based on a loading surface. Int. J. Solids and Structures, Vol. 31 (1994), S. 2835-2865.
    • (1994) Int. J. Solids and Structures , vol.31 , pp. 2835-2865
    • Carol, I.1    Rizzi, E.2    Willam, K.3
  • 10
    • 0034283204 scopus 로고    scopus 로고
    • Microplane model M4 for concrete. I: Formulation with work-conjugate deviatoric stress
    • Bažant, Z. P., Caner, F. C., Carol, I., Adley, M. D. and Akers, S. A.: Microplane Model M4 for Concrete. I: Formulation with Work-Conjugate Deviatoric Stress. Journal of Engineering Mechanics Vol. 126 (2000), No. 9, S. 944-961.
    • (2000) Journal of Engineering Mechanics , vol.126 , Issue.9 , pp. 944-961
    • Bažant, Z.P.1    Caner, F.C.2    Carol, I.3    Adley, M.D.4    Akers, S.A.5
  • 11
    • 0026900089 scopus 로고
    • Microplane model for cyclic triaxial behavior of concrete
    • Ožbolt, J. and Bažant, Z. P.: Microplane Model for Cyclic Triaxial Behavior of Concrete. ASCE Journal of Engineering Mechanics Division, Vol. 118 (1992), No. EM7, S. 1365-1386.
    • (1992) ASCE Journal of Engineering Mechanics Division , vol.118 , Issue.EM7 , pp. 1365-1386
    • Ožbolt, J.1    Bažant, Z.P.2
  • 14
    • 0019937515 scopus 로고
    • A plasticity-fracture model for concrete
    • Hsieh, S. S., Ting, E. C. and Chen, W. F.:A Plasticity-Fracture Model for Concrete. Int. J. Solids Structures Vol. 18 (1982), No. 3, S. 181-197.
    • (1982) Int. J. Solids Structures , vol.18 , Issue.3 , pp. 181-197
    • Hsieh, S.S.1    Ting, E.C.2    Chen, W.F.3
  • 16
    • 0014553514 scopus 로고
    • Behaviour of concrete under biaxial stresses
    • Kupfer, H., Hilsdorf, H. and Rüsch, H.: Behaviour of concrete under biaxial stresses. ACI-Journal, Vol. 66 (1969), S. 656-666.
    • (1969) ACI-journal , vol.66 , pp. 656-666
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  • 18
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    • Hochleistungsbeton unter zwei- und dreiaxialer Beanspruchung
    • Curbach, M., Hampel, T., Scheerer, S. und Speck, K.: Hochleistungsbeton unter zwei- und dreiaxialer Beanspruchung. Beton und Stahlbetonbau 97 (2002), S. 275-280.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.