Elastoplastic analysis of pressure‐sensitive materials by an effective three‐dimensional mixed finite element
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[1] Dionisio Del Vescovo,et al. Dynamic problems for metamaterials: Review of existing models and ideas for further research , 2014 .
[2] Paulo B. Lourenço,et al. A plane stress softening plasticity model for orthotropic materials , 1997 .
[3] H. Altenbach,et al. On the linear theory of micropolar plates , 2009 .
[4] Leopoldo Greco,et al. A variational model based on isogeometric interpolation for the analysis of cracked bodies , 2014 .
[5] Giuseppe Piccardo,et al. A complete dynamic approach to the Generalized Beam Theory cross-section analysis including extension and shear modes , 2014 .
[6] Ugo Andreaus,et al. An optimal control procedure for bone adaptation under mechanical stimulus , 2012 .
[7] Hai-Sui Yu,et al. Lower bound limit analysis of unreinforced masonry shear walls , 2001, Numerical Models in Geomechanics.
[8] Flavio Stochino,et al. An analytical assessment of finite element and isogeometric analyses of the whole spectrum of Timoshenko beams , 2016 .
[9] Flavio Stochino,et al. Sardinia radio telescope finite element model updating by means of photogrammetric measurements , 2017 .
[10] Paulo B. Lourenço,et al. Abbreviated Title : Homogenised limit analysis of masonry , failure surfaces , 2007 .
[11] Francesco dell’Isola,et al. Homogenization à la Piola produces second gradient continuum models for linear pantographic lattices , 2015 .
[12] Angelo Luongo,et al. A damage constitutive model for sliding friction coupled to wear , 2013 .
[13] A. Della Corte,et al. The postulations á la D’Alembert and á la Cauchy for higher gradient continuum theories are equivalent: a review of existing results , 2015, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.
[14] A. Misra,et al. Identification of higher-order elastic constants for grain assemblies based upon granular micromechanics , 2015 .
[15] G. Wittum,et al. A poroplastic model of structural reorganisation in porous media of biomechanical interest , 2016 .
[16] Emilio Turco,et al. Tools for the numerical solution of inverse problems in structural mechanics: review and research perspectives , 2017 .
[17] N. Roveri,et al. Damage detection in structures under traveling loads by Hilbert–Huang transform , 2012 .
[18] Emilio Turco,et al. A numerical study on the solution of the Cauchy problem in elasticity , 2009 .
[19] Noël Challamel,et al. Discrete and non-local elastica , 2015 .
[20] Emilio Turco,et al. Elasto-plastic analysis of Kirchhoff plates by high simplicity finite elements , 2000 .
[21] A. Misra,et al. Granular micromechanics model for damage and plasticity of cementitious materials based upon thermomechanics* , 2020 .
[22] Flavio Stochino,et al. The Sardinia Radio Telescope: A comparison between close-range photogrammetry and finite element models , 2017 .
[23] Pierre Seppecher,et al. Truss Modular Beams with Deformation Energy Depending on Higher Displacement Gradients , 2003 .
[24] Flavio Stochino,et al. Constitutive models for strongly curved beams in the frame of isogeometric analysis , 2016 .
[25] Raffaele Casciaro,et al. A high-performance element for the analysis of 2D elastoplastic continua , 2007 .
[26] Emilio Turco,et al. Performance of a high‐continuity finite element in three‐dimensional elasticity , 2010 .
[27] Leopoldo Greco,et al. B-Spline interpolation of Kirchhoff-Love space rods , 2013 .
[28] Gabriele Milani,et al. Homogenised limit analysis of masonry walls, Part II: Structural examples , 2006 .
[29] Leopoldo Greco,et al. An implicit G1 multi patch B-spline interpolation for Kirchhoff–Love space rod , 2014 .
[30] Emilio Turco,et al. Computing Volume Bounds of Inclusions by Eit Measurements , 2007, J. Sci. Comput..
[31] E. Turco,et al. Multiscale 3D mixed FEM analysis of historical masonry constructions , 2017 .
[32] Ugo Andreaus,et al. At the origins and in the vanguard of peridynamics, non-local and higher-gradient continuum mechanics: An underestimated and still topical contribution of Gabrio Piola , 2013, 1310.5599.
[33] M. Pulvirenti,et al. Macroscopic Description of Microscopically Strongly Inhomogenous Systems: A Mathematical Basis for the Synthesis of Higher Gradients Metamaterials , 2015, 1504.08015.
[34] Stefano Gabriele,et al. Initial postbuckling behavior of thin-walled frames under mode interaction , 2013 .
[35] Antonio Cazzani,et al. Isogeometric analysis of plane-curved beams , 2016 .
[36] A. Morassi,et al. Reconstructing blockages in a symmetric duct via quasi-isospectral horn operators , 2016 .
[37] Andrea Braides,et al. Asymptotic analysis of Lennard-Jones systems beyond the nearest-neighbour setting: A one-dimensional prototypical case , 2016 .
[38] Ivan Giorgio,et al. Pantographic 2D sheets: Discussion of some numerical investigations and potential applications , 2016 .
[39] R. Vitaliani,et al. An orthotropic damage model for masonry structures , 2002 .
[40] R. Borst,et al. The use of the Hoffman yield criterion in finite element analysis of anisotropic composites , 1990 .
[41] Emilio Turco,et al. Numerical sensitivity analysis of corrosion detection† , 2017 .
[42] Antonio Cazzani,et al. Isogeometric analysis: a powerful numerical tool for the elastic analysis of historical masonry arches , 2016 .
[43] Francesco dell’Isola,et al. Pattern formation in the three-dimensional deformations of fibered sheets , 2015 .
[44] K. Toh,et al. Preconditioned IDR(s) iterative solver for non‐symmetric linear system associated with FEM analysis of shallow foundation , 2013 .
[45] G. Garcea,et al. A composite mixed finite element model for the elasto-plastic analysis of 3D structural problems , 2016 .
[46] Leonardo Leonetti,et al. Three field finite elements for the elastoplastic analysis of 2D continua , 2011 .
[47] Flavio Stochino,et al. On the whole spectrum of Timoshenko beams. Part I: a theoretical revisitation , 2016 .
[48] E. P. Popov,et al. Accuracy and stability of integration algorithms for elastoplastic constitutive relations , 1985 .
[49] Raffaele Casciaro,et al. Assumed stress formulation of high order quadrilateral elements with an improved in-plane bending behaviour , 2002 .
[50] Flavio Stochino,et al. On the whole spectrum of Timoshenko beams. Part II: further applications , 2016, Zeitschrift für angewandte Mathematik und Physik.
[51] Yang Yang,et al. Higher-Order Continuum Theory Applied to Fracture Simulation of Nanoscale Intergranular Glassy Film , 2011 .
[52] Emilio Turco. Identification of Axial Forces on Statically Indeterminate Pin-Jointed Trusses by a Nondestructive Mechanical Test , 2013 .
[53] Esteban P. Busso,et al. Second strain gradient elasticity of nano-objects , 2016 .
[54] Alessandro Della Corte,et al. Second-gradient continua as homogenized limit of pantographic microstructured plates: a rigorous proof , 2015 .
[55] Victor A. Eremeyev,et al. Deformation analysis of functionally graded beams by the direct approach , 2012 .
[56] E. Riks. An incremental approach to the solution of snapping and buckling problems , 1979 .