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(Modeling of fracture of unnotched concrete specimens, in Spanish).
Keywords, static fracture of structural concrete Cohesive models Interface deterioration Dynamic relaxation method.Bertolotto, Considerazioni sulla modellazione numerica dei rivestimenti di gallerie, Gallerie e grandi opere sotterranee,.University of Åalborg, Denmark,.Intl J Numerical Met Eng 3:436483.Zampini, Eco-mechanical index for structural concrete, Construction and Building Materials, Vol.Google Scholar, de Andrés A, Pérez JL, Ortiz M (1999) Elastoplastic finite-element analysis of three-dimensional fatigue crack growth in aluminum happy harvesters hydroponics burton shafts subjected to axial loading.Google Scholar, comite Euro-International du Beton (CEB) and the Federation Internationale de la Precont (FIP) (1993) CEB-FIP Model Code 1990.Ferro, Strain localisation in a continuum as an instability event, International Journal of Fracture, Vol.Placidi, Soft impact dynamics of deformable bodies, Continuum Mechanics and Theromdynamics, Vol 25,.Elsevier, esis Publication 24, Kidlington, Oxford, UK, pp 6798 Google Scholar Ruiz braccio di ferro episodi avery wizard for word 2007 G, Ortiz M, Pandolfi A (2000) Three-dimensional finite-element simulation of the dynamic Brazilian tests on concrete cylinders.
Google Scholar, camacho GT, Ortiz M (1996) Computational modeling of impact damage in brittle materials.

Borri Brunetto, A nature-inspired model for fibre reinforced membranes at finite strains, In: International IIIrd.I.T.Conference on Computational Fluid and Solid Mechanics, Cambridge, MA (USA 14-Pubblicato in Computational Fluid and Solid Mechanics 2005 (ed.Cornetti, A mesoscopic theory of damage and fracture in heterogeneous materials, Theoretical and Applied Fracture Mechanics, Vol.Google Scholar, baant ZP, Planas J (1998) Fracture and Size Effect in Concrete and Other Quasibrittle Materials.Google Scholar, ben Romdhane M, Ulm D (2002) Computational mechanics of the steelconcrete interface.In: Carpinteri A (ed) Applications of fracture mechanics to reinforced concrete.Comput Methods Appl Mech Eng 25:3548 math MathSciNet CrossRef Google Scholar Rericha P (1986) Optimum load time history for non-linear analysis using dynamic relaxation.The discrete cohesive approach, accompanied by an insertion algorithm, is adopted and a modified dynamic relaxation method is chosen as an alternative solver.Comput Methods Appl Mech Eng Google Scholar Sauvé RG, Metzger D (1995) Advances in dynamic relaxation techniques for nonlinear finite element analysis.Chiaia, Energy-based study of structures under accidental damage, Key Engineering Materials, Vol.
Chiaia, Elastic contact between randomly rough surfaces: comparison of theory with (exact) numerical results, Physical Review B, Vol.
Chiaia, Progressive collapse of 2D framed structures: an analytical model, Engineering Structures, Vol.

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