Serveur d'exploration sur les relations entre la France et l'Australie - Exploration (Accueil)

Index « PascalFr.i » - entrée « Equation constitutive »
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Equation cinétique < Equation constitutive < Equation continuité  Facettes :

List of bibliographic references indexed by Equation constitutive

Number of relevant bibliographic references: 37.
[0-20] [0 - 20][0 - 37][20-36][20-40]
Ident.Authors (with country if any)Title
004926 (2013) A. Papon [France, Australie] ; Z. Yin [France, République populaire de Chine] ; Y. Riou [France] ; P. Hicher [France]Time homogenization for clays subjected to large numbers of cycles
004A22 (2013) Jérôme Duriez [France] ; Félix Darve [France] ; Frédéric-Victor Donzé [France, Australie] ; François Nicot [France]Material stability analysis of rock joints
004A40 (2013) Jérôme Duriez [France] ; Félix Darve [France] ; Frédéric-Victor Donzé [France, Australie]Incrementally non‐linear plasticity applied to rock joint modelling
005A93 (2012) G. W. Hunt [Royaume-Uni] ; J. Hammond [Royaume-Uni]Mechanics of shear banding in a regularized two-dimensional model of a granular medium
005B69 (2012) A. Marais [France] ; M. Maziere [France] ; S. Forest [France] ; A. Parrot [France] ; P. Le Delliou [France]Identification of a strain-aging model accounting for Lüders behavior in a C-Mn steel
006D92 (2011) J. Duriez [France] ; F. Darve [France] ; F.-V. Donze [France, Australie]A discrete modeling-based constitutive relation for infilled rock joints
007441 (2010) Quang-Huy Nguyen [France, Australie] ; Mohammed Hjiaj [France] ; Brian Uy [Australie]Time-dependent analysis of composite beams with continuous shear connection based on a space-exact stiffness matrix
007669 (2010) Noël Challamel [France] ; YANG XIANG [Australie]On the influence of the unilateral damage behaviour in the stability of cracked beam/columns
008307 (2009) T. Böhlke [Allemagne] ; G. Bondar [Allemagne] ; Y. Estrin [Australie] ; M. A. Lebyodkin [France]Geometrically non-linear modeling of the Portevin-Le Chatelier effect
008883 (2008) H. Wong [France] ; M. Morvan [France] ; F. Deleruyelle [France] ; C. J. Leo [Australie]Analytical study of mine closure behaviour in a poro‐visco‐elastic medium
008D63 (2008) A. Benallal [France] ; T. Berstad [Norvège] ; T. B Rvik [Norvège] ; O. S. Hopperstad [Norvège] ; R. Nogueira De Codes [France]Effects of strain rate on the characteristics of PLC deformation bands for AA5083-H116 aluminium alloy
009464 (2007) Ignacio Carol [Espagne] ; Andres Idiart [Espagne] ; Carlos Lopez [Espagne] ; Antonio Caballero [Australie]Multiaxial behavior of concrete : A mesomechanical approach
009572 (2007) M. Khelifa [France] ; M. Oudjene [France] ; A. Khennane [Australie]Fracture in sheet metal forming : Effect of ductile damage evolution
009D32 (2006) E. Kuhl [Allemagne] ; A. Menzel ; K. Garikipati [États-Unis]On the convexity of transversely isotropic chain network models
009F19 (2006) K. Regenauer-Lieb [Australie, Allemagne] ; B. Hobbs [Australie] ; D. A. Yuen [États-Unis] ; A. Ord [Australie] ; Y. Zhang [Australie] ; H. B. Mulhaus [Australie] ; G. Morra [Suisse]From point defects to plate tectonic faults
009F30 (2006) E. Pasternak [Australie] ; H.-B. Mühlhaus [Australie] ; A. V. Dyskin [Australie]Finite deformation model of simple shear of fault with microrotations : apparent strain localisation and en-echelon fracture pattern
00A435 (2005) Rene Chambon [France]Some theoretical results about second-order work, uniqueness, existence and controllability independent of the constitutive equation
00A760 (2005) Claudio Tamagnini [Italie] ; Francesco Calvetti [Italie] ; Gioacchino Viggiani [France]An assessment of plasticity theories for modeling the incrementally nonlinear behavior of granular soils
00AE80 (2003) Frédéric Dufour [France] ; Hans Mühlhaus [Australie] ; Louis Moresi [Australie]Texture Alignment in Simple Shear
00B297 (2003) I. Einav [Australie] ; A. M. Puzrin [États-Unis]A thermomechanical model for clays
00B304 (2003) W. Wu [Suisse] ; W. Huang [Australie] ; E. Bauer [Autriche]A numerical study of shear band formation in anisotropic sand

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