2021
DOI: 10.1016/j.cma.2020.113440
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A single Gauss point continuum finite element formulation for gradient-extended damage at large deformations

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Cited by 26 publications
(23 citation statements)
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“…Investigating the influence of reduced integration finite elements seems to be of high benefit. Especially the element formulations Q1SP (see Reese 2005) or Q1STx (see Schwarze and Reese 2011;Barfusz et al 2021) could improve the computation in terms of computational accuracy as well as computational speed. With this at hand, it is easy to show that the main invariants J with ∈ 1, 2, 3 are identical for both, the Mandel and the Kirchhoff stress tensor, i.e.…”
Section: Discussionmentioning
confidence: 99%
“…Investigating the influence of reduced integration finite elements seems to be of high benefit. Especially the element formulations Q1SP (see Reese 2005) or Q1STx (see Schwarze and Reese 2011;Barfusz et al 2021) could improve the computation in terms of computational accuracy as well as computational speed. With this at hand, it is easy to show that the main invariants J with ∈ 1, 2, 3 are identical for both, the Mandel and the Kirchhoff stress tensor, i.e.…”
Section: Discussionmentioning
confidence: 99%
“…is considered, where η f and η p are material parameters that characterize the viscous response of the fracture and plasticity evolutions, respectively. Then, minimization of ( 17) with respect to u, the plasticity variables (ε p , α) subject to the hardening law (6), and the crack phase-field ḋ subject to the irreversibility condition ḋ ≥ 0 provide the governing equations for the elasticity problem, the plasticity problem, and the fracture problem, respectively. Such a variational structure results in a convenient numerical implementation based on incremental energy minimization, for which an algorithmic representation of the energy functional ( 15) is defined as…”
Section: Energy Quantities and Variational Principlesmentioning
confidence: 99%
“…Recently, in the setting of continuum mechanics, a new perspective was proposed for embedding microscopic mechanisms into the macromechanical continuum formulation based on a multi-field incremental variational framework for gradient-extended standard dissipative solids [1,2]. Typical examples are theories of gradient-enhanced damage [3][4][5][6], phase-field models [7][8][9], and strain gradient plasticity [10][11][12]. Such models incorporate non-local effects based on length scales, which reflect properties of the material microstructure size with respect to the macro-structure size.…”
Section: Introductionmentioning
confidence: 99%
“…In particular due to the over-complicated geometry and content of concrete at multi-scales, in Figure 8 an example for PF modeling of water-induced failure mechanics in concrete microstructure is presented. In recent years, several brittle [ 259 , 260 , 261 , 262 , 263 , 264 , 265 , 266 , 267 , 268 , 269 , 270 , 271 , 272 , 273 , 274 , 275 , 276 , 277 , 278 , 279 , 280 , 281 , 282 , 283 , 284 , 285 , 286 , 287 , 288 , 289 , 290 , 291 , 292 , 293 , 294 , 295 , 296 ] and ductile [ 149 , 297 , 298 , 299 , 300 , 301 , 302 , 303 , 304 , 305 , 306 , 307 , 308 ...…”
Section: Phase-field Modeling For Fracture Mechanismsmentioning
confidence: 99%