An energy release rate-based plastic-damage model for concrete

By Jian-Ying Wu, Jie Li, R. Faria. 2006

620 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/66df0e721491d1e898267c3f20ea599d037ac942

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

A plasticity and anisotropic damage model for plain concrete (2007, background): “Yazdani and Schreyer, 1990; Lee and Fenves, 1998; Gatuingt and Pijaudier-Cabot, 2002; Jason et al., 2004; Wu et al., 2006 ), where the effective stress is defined as the average micro-scale stress acting on the undamaged material between micro-defects.”
Energy Dissipation and Release During Coal Failure Under Conventional Triaxial Compression (2015, background): “…Nawrocki and Dusseault 1995; Swoboda and Yang 1999; Ju and Xie 2000; Krajcinovic 2000; Lemaitre et al. 2000; Comi and Perego 2001; Zhao et al. 2005; Wu et al. 2006; Badel et al. 2007; Chang et al. 2007; Einav et al. 2007; Xiao et al. 2010; Peng et al. 2012; Lan et al. 2013; Xue et al. 2013;…”
Computational applications of a coupled plasticity-damage constitutive model for simulating plain concrete fracture (2010, background): “[13,16,23,29–31,33,34,44,53,65,69,70,79,81,82]), where the effective stress is defined as the average micro-scale stress acting on the undamaged material between micro-defects.”
Anisotropic damage-plasticity model for concrete (2008, methodology): “Isotropic damage models (scalar based) with one or two (tension and compression) damage variables have been extensively studied by numerous authors (e.g. Krajcinovic, 1983, 1985; Mazars and Pijaudier-Cabot, 1989; Lubliner et al., 1989; Lubarda et al., 1994; Faria et al., 1998; Lee and Fenves, 1998; ”
Stochastic damage model for concrete based on energy equivalent strain (2009, background): “(8), (22), (23) and (29), the DERRs are proposed as (see Li and Wu, 2004; Wu et al., 2006) Y 1⁄4 weþ 0 1⁄4 1 2E0 2ð1þ v0Þ 3 3J2 þ 1 2v0 3 I1 2 v0I1 I 1 ð66Þ”
Finite element modelling approach for precast reinforced concrete beam-to-column connections under cyclic loading (2018, background): “The damage evolution is controlled by the energy release rates Y ± [23, 24, 25], which be further simpliﬁed into energy equivalent strains eq ± to represent the multi-dimensional damage evolution through uniaxial damage functions [26], i.e., where E 0 is the initial elastic modulus; b 0 and α are…”
A three-dimensional plasticity-damage constitutive model for timber under cyclic loads (2018, background): “This is an inherent characteristic of all scalar damage models [20] which is accepted for two reasons: first, it avoids the numerical complexities of anisotropic damage models which have a documented restriction 205 on their applicability in engineering practice [24]; second, it evades the set of as”
Over-nonlocal gradient enhanced plastic-damage model for concrete (2009, methodology): “This concept is employed in many plastic-damagemodels where a parameter controlling the slope of the softening curve is linked to the fracture energy and the smallest element size to provide partial regularization (e.g. Cicekli et al., 2007; Grassl and Jirásek, 2006a; Wu et al., 2006).”
Regularization of first order computational homogenization for multiscale analysis of masonry structures (2015, methodology): “In the present work we have chosen different damage surfaces than those adopted in [53].”