1995
DOI: 10.1002/nme.1620381704
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Some observations on element performance in isochoric and dilatant plastic flow

Abstract: SUMMARYThe performance of finite elements is scrutinized in isochoric and dilatant/contractant plastic flow. Standard displacement based elements, uniformly and selectively integrated elements, and elements with augmented strain rate fields are considered in plane-strain, axisymmetric and three-dimensional configurations with particular reference to the kinematic constraint imposed by dilatant/contractant plastic flow. It turns out that findings for isochoric deformations do not necessarily carry over to cases… Show more

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Cited by 23 publications
(8 citation statements)
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“…However, for plasticity models assuming dilatant plastic flow, such as commonly employed for cohesive-frictional materials like concrete or rock, spurious locking phenomena due to kinematic constraints can arise in conjunction with low order finite elements. This issue was observed and discussed in [2] for simple (local) linear-elastic perfectly plastic material models. As a remedy, specific enhanced assumed strain (EAS) methods to enrich the normal strain rate field were proposed and assessed.…”
mentioning
confidence: 89%
See 1 more Smart Citation
“…However, for plasticity models assuming dilatant plastic flow, such as commonly employed for cohesive-frictional materials like concrete or rock, spurious locking phenomena due to kinematic constraints can arise in conjunction with low order finite elements. This issue was observed and discussed in [2] for simple (local) linear-elastic perfectly plastic material models. As a remedy, specific enhanced assumed strain (EAS) methods to enrich the normal strain rate field were proposed and assessed.…”
mentioning
confidence: 89%
“…However, for plasticity models with dilatant plastic flow spurious locking phenomena due to certain kinematic constraints can arise in conjunction with low order finite elements. This issue was discussed in [2] in the context of simple linear-elastic perfectly-plastic models. As a remedy, the enhanced assumed strain (EAS) concept [3] was employed and assessed.…”
Section: Eas Elements For Implict Gradient-enhanced Damage-plasticitymentioning
confidence: 99%
“…However, the inequality condition is restricted to plastic strains due to stress states located on the vertex of the yield surface. Thus, if the collapse problem under study is governed by a compressive failure behaviour, the equality condition is always activated and may affect the numerical results with a behaviour analogous to the volumetric locking, as shown in [16] for plane strain problems. Nevertheless, the authors avow from their experience that they never detected cases in which the results were manifestly affected by locking effects when using Mohr-Coulomb or Drucker-Prager materials.…”
Section: Locking Phenomenonmentioning
confidence: 99%
“…Later, De Borst et al . looked at the bearing capacity problem on frictional material with and without dilation in plane strain and axisymmetric conditions. The authors used structured and unstructured quadrangular meshes together with a variety of finite elements, including standard, Bbar and EAS 4‐node elements as well as various 8‐node and 9‐node elements.…”
Section: Introductionmentioning
confidence: 99%
“…A group of papers use the element patch in Figure to assess element behavior under plastic flow (De Borst et al . for quadrangles, Heeres et al . for triangles and Askes et al .…”
Section: Introductionmentioning
confidence: 99%