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Gradient damage with volumetric-deviatoric decomposition and one strain measure

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Warianty tytułu
PL
Gradientowy model mechaniki uszkodzeń z aksjatorowo-dewiatorową dekompozycją i jedną miarą odkształcenia
Języki publikacji
EN
Abstrakty
EN
The paper presents a two-field formulation of the gradient-enhanced damage model and its application. This isotropic model is characterized by two damage parameters with a volumetric-deviatoric decomposition. However, one strain measure governs the development of damage as for the scalar description. The theory is verified by means of one-element benchmarks and also a more sophisticated simulation, namely the splitting of concrete cylinder in the Brazilian test is discussed.
PL
Artykuł przedstawia dwupolowe sformułowanie gradientowego modelu mechaniki uszkodzeń i jego zastosowanie. Ten izotropowy model charakteryzują dwa parametry uszkodzenia z podziałem aksjatorowo-dewiatorowym. Jednakże jedna miara odkształcenia decyduje o rozwoju uszkodzenia jak w opisie skalarnym. Teoria jest zweryfikowana za pomocą testów jednoelementowych, a także bardziej zaawansowanej symulacji rozłupywania betonowego cylindra w tzw. teście brazylijskim.
Rocznik
Strony
254--263
Opis fizyczny
Bibliogr., 33 poz., rys., wykr., tab.
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autor
Bibliografia
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  • Meschke G., Macht J., Lackner R. 1998, A damage-plasticity model for concrete accounting for fracture-induced anisotropy. [in:] de Borst R. et al, editors, Proc. EURO-C 1998 Int. Conf. Computa tional Modelling of Concrete Structures, vol. 1, pp. 3-12, Rotterdam/ Brookfield. AA. Balkema.
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  • Pamin J. 2004, Gradient-enhanced continuum models: formulation, discretization and applications. Series Civil Engineering, Monograph 301, Cracow University of Technology, Cracow.
  • Peerlings R.H.J., de Borst R., Brekelmans W.A.M., de Vree J.H.P. 1996, Gradient-enhanced damage for quasi-brittle materials. Int. J. Nu mer. Meth. Engng, 39, pp. 3391-3403.
  • Peerlings R.H.J., de Borst R., Brekelmans W.A.M., Geers M.G.D. 1998, Gradient-enhanced damage modelling of concrete fracture. Mech. Cohes.-frict. Mater., 3, pp. 323-342.
  • Pivonka P., Ożbolt J., Lackner R., Mang HA. 2004, Comparative studies of id-constitutive models for concrete: application to mixed-mode fracture. Int. J. Numer. Meth. Engng, 60, pp. 549-570.
  • Skrzypek J., Ganczarski A. 1999, Modelling of Material Damage and Failure of Structures: Theory and Applications. Springer, Berlin, New York.
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  • Winnicki A., Cichoń Cz. 1996, Numerical analysis of the plain concrete model prediction for nonproportional loading paths, [in:] Topping, B.H.V., editor, Advances in Finite Element Technology, pp. 331— 339, Edinburgh, Civil-Comp Press.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-AGHT-0007-0046
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