Nonlinear multiaxial constitutive law for concrete

Y. H. Won, A. Fafitis

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

An incremental three-dimensional stress-strain relationship for concrete with induced anisotropy has been developed. The nonlinearity and path-dependency are modeled by expressing the elastic moduli at each increment as function of the octahedral and deviatoric strains, based on a uniaxial stochastic model developed earlier. Predictions of multiaxial response under proportional and non-proportional loading are in good agreement with experimental results.

Original languageEnglish (US)
Title of host publicationAmerican Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP
PublisherPubl by American Soc of Mechanical Engineers (ASME)
Pages51-59
Number of pages9
Volume153
StatePublished - 1988
EventConstitutive Modelling for Engineering Materials with Applications - Chicago, IL, USA
Duration: Nov 27 1988Dec 2 1988

Other

OtherConstitutive Modelling for Engineering Materials with Applications
CityChicago, IL, USA
Period11/27/8812/2/88

ASJC Scopus subject areas

  • Industrial and Manufacturing Engineering
  • Mechanical Engineering

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  • Cite this

    Won, Y. H., & Fafitis, A. (1988). Nonlinear multiaxial constitutive law for concrete. In American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP (Vol. 153, pp. 51-59). Publ by American Soc of Mechanical Engineers (ASME).