An elastic plastic damage formulation for concrete: Application to elementary tests and comparison with an isotropic damage model

By L. Jason, Antonio Huerta, Gilles Pijaudier-Cabot, S. Ghavamian. 2006

199 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/994d87d18980a014a78ba285eca8f1899b058e9c

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In Building and Construction

In Civil and Structural Engineering

Citations in the corpus

Three dimensional combined fracture-plastic material model for concrete (2008, background): “…Simo and Ju, 1987; Meschke et al., 1988; Bielger and Mehrabadi, 1995; Lee and Fenves, 1998; or more recent works by Grassl and Jirásek (2006), Mohamad-Hussein and Shao (2007), Contrafatto and Cuomo (2006), Jason et al. (2006), Cicekli et al. (2007) and Chiarelli et al. (2003) for rock material).”
A three-dimensional plasticity-damage constitutive model for timber under cyclic loads (2018, background): “Building upon previous developments available for other quasi-brittle materials such as concrete [5, 6, 7], this paper advances a consistent and detailed 3D plasticity-damage material constitutive model for wood which is able to simulate its key failure modes.”
CDPM2: A damage-plasticity approach to modelling the failure of concrete (2013, methodology): “ns of isotropic damage and plasticity are widely used for modelling both tensile and compressive failure and many dierent models have been proposed in the literature (Ju, 1989; Lee and Fenves, 1998; Jason et al., 2006; Grassl and Jirasek, 2006; Nguyen and Houlsby, 2008; Nguyen and Korsunsky, 2008; V”
Numerical integration of a class of 3d plastic-damage concrete models and condensation of 3d stress–strain relations for use in beam finite elements (2009, unknown): “[13].”
Stochastic damage model for concrete based on energy equivalent strain (2009, background): “Ju (1989) developed a coupled plastic damage model to describe the strengthening of concrete multiaxial compression and remnant strain in repeated loading.”