2016
DOI: 10.1007/s00466-016-1282-2
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A solid-shell Cosserat point element (SSCPE) for elastic thin structures at finite deformation

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Cited by 6 publications
(2 citation statements)
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“…Traditionally, thin structures have been modeled using special elements, as it is well known that classical low order finite elements fail to model such struc-tures, due to several locking effects. Special plate and shell finite elements has been developed over the past fifty years, either based on a plate/shell theories, or by simplifying three-dimensional continuum theories (see reviews in [19,20,21], 30 and in particular [22,23,24] for DG approaches). Both approaches have been shown to model accurately finite deformations of thin structures.…”
mentioning
confidence: 99%
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“…Traditionally, thin structures have been modeled using special elements, as it is well known that classical low order finite elements fail to model such struc-tures, due to several locking effects. Special plate and shell finite elements has been developed over the past fifty years, either based on a plate/shell theories, or by simplifying three-dimensional continuum theories (see reviews in [19,20,21], 30 and in particular [22,23,24] for DG approaches). Both approaches have been shown to model accurately finite deformations of thin structures.…”
mentioning
confidence: 99%
“…Finally, the objectivity of the strain measures may be lost (see [25]). In order to overcome these drawbacks, alternative loworder solid-shell elements have been then developed (see [26,27,28,29,30] 40 among many others), able to model both thick and thin structures. These elements are volumetric solid bricks modified with a variety of techniques in order to tame the locking pathologies.…”
mentioning
confidence: 99%