The aim of the paper is to show the capability of constitutive models based on mixed isotropic-kinematic hardening and characterized by an associated flow rule to simulate the evolution of anisotropy and non-coaxiality of soil elements subjected to unconventional loading conditions.

Constitutive models with kinematic hardening: Effects on anisotropy and non-coaxiality / Elia, G.; Amorosi, Angelo. - STAMPA. - (2009), pp. 1077-1082. (Intervento presentato al convegno 4th Biot Conference on Poromechanics tenutosi a Columbia University, usa nel 2009).

Constitutive models with kinematic hardening: Effects on anisotropy and non-coaxiality

AMOROSI, ANGELO
2009

Abstract

The aim of the paper is to show the capability of constitutive models based on mixed isotropic-kinematic hardening and characterized by an associated flow rule to simulate the evolution of anisotropy and non-coaxiality of soil elements subjected to unconventional loading conditions.
2009
4th Biot Conference on Poromechanics
Acoustics and Ultrasonics; Condensed Matter Physics; Mechanics of Materials
04 Pubblicazione in atti di convegno::04b Atto di convegno in volume
Constitutive models with kinematic hardening: Effects on anisotropy and non-coaxiality / Elia, G.; Amorosi, Angelo. - STAMPA. - (2009), pp. 1077-1082. (Intervento presentato al convegno 4th Biot Conference on Poromechanics tenutosi a Columbia University, usa nel 2009).
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/817251
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