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tesi A. Caggiano.pdf - EleA@UniSA - Università degli Studi di Salerno

tesi A. Caggiano.pdf - EleA@UniSA - Università degli Studi di Salerno

tesi A. Caggiano.pdf - EleA@UniSA - Università degli Studi di Salerno

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1.2. Theoretical proposals for concrete-like materialsthe smeared crack approach suffer a strong FE-size dependence of the localizationband width [Oliver, 1989, Rots et al., 1985]. Different regularization procedures havebeen proposed to avoid this severe deficiency of the smeared-crack approach [Willamet al., 1984]. On the one hand, several continuum models are based on fracture mechanicsconcepts lea<strong>di</strong>ng to fracture energy release regularization, but still sufferingfrom loss of objectivity of the deformation pattern [Etse and Willam, 1994]. In this field,fracture energy-based concrete models are, among others, due to Bazant and Oh [1983],Shah [1990], Carpinteri et al. [1997], Comi and Perego [2001], Duan et al. [2007] andMeschke and Dumstorff [2007]. On the other hand, more sophisticated constitutivetheories have been proposed to solve the strong mesh dependency which appearswhen the governing equations turn ill posed [Carosio et al., 2000]. They are based onrate dependency, higher strain gra<strong>di</strong>ents, micropolar theory, etc. Among others, it canbe here referred the contributions by Vardoulakis and Aifantis [1991], de Borst et al.[1995], Peerlings et al. [2004], Lee and Fenves [1998] and Etse et al. [2003].Figure 1.4: Numerical specimens based on the Element-Free Galerkin method by Belytschkoet al. [1995] for near-tip crack problems.Discrete Crack Approaches (DCAs) aimed at incorporating strain or, moreover, <strong>di</strong>splacement<strong>di</strong>scontinuities into standard FE procedures have progressively became anattractive and effective alternative to the smeared-crack approach. Several proposalsare currently available in literature to introduce crack <strong>di</strong>scontinuities within FEdomains and are outlined in the following paragraphs.Element-Free Galerkin (EFG) method: this represents an attractive tool to model thecrack propagation in brittle materials. The EFG approach <strong>di</strong>ffers from the classicalFinite Element Method (FEM) because the <strong>di</strong>scretization is achieved by only nodal data11

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