2007
DOI: 10.1002/nme.1954
|View full text |Cite
|
Sign up to set email alerts
|

A new finite element based on the theory of a Cosserat point—extension to initially distorted elements for 2D plane strain

Abstract: SUMMARYThis paper describes an improvement of the Cosserat point element formulation for initially distorted, non-rectangular shaped elements in 2D. The original finite element formulation for 3D large deformations shows excellent behaviour for sensitive geometries, large deformations, coarse meshes, bending dominated and stability problems without showing undesired effects such as locking or hourglassing, as long as the initial element shape resembles that of a rectangular parallelepiped. In the following, an… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
14
0

Year Published

2007
2007
2011
2011

Publication Types

Select...
7
1

Relationship

2
6

Authors

Journals

citations
Cited by 26 publications
(14 citation statements)
references
References 10 publications
0
14
0
Order By: Relevance
“…Developing a form for the strain energy of inhomogeneous deformations in the CPE formulation which predicts accurate results for thin irregularly shaped elements in their reference configurations has proven to be challenging 42, 43, 46. However, the generalized formulation in 45 includes dependence on the reference geometry of the element and has been shown to predict accurate results for a number of problems that include physical buckling, near incompressible response, problems which typically exhibit hourglass instabilities as well as problems of thin beams and thin shells.…”
Section: Discussionmentioning
confidence: 99%
“…Developing a form for the strain energy of inhomogeneous deformations in the CPE formulation which predicts accurate results for thin irregularly shaped elements in their reference configurations has proven to be challenging 42, 43, 46. However, the generalized formulation in 45 includes dependence on the reference geometry of the element and has been shown to predict accurate results for a number of problems that include physical buckling, near incompressible response, problems which typically exhibit hourglass instabilities as well as problems of thin beams and thin shells.…”
Section: Discussionmentioning
confidence: 99%
“…It is given in the theory of a Cosserat point, see e.g. [1,15,16] or [17]. Here, the expression forF above can be directly translated into the averaged deformation gradient used in the so-called Cosserat point element.…”
Section: Averaged Deformation Gradientmentioning
confidence: 99%
“…The main idea of this formulation is to use an averaged deformation gradient which is also described within the Cosserat theory, see e.g. [1,15,16] or [17]. Using only the averaged deformation gradient, however, would immediately yield hourglassing modes if no additional stabilization is applied.…”
Section: Introductionmentioning
confidence: 99%
“…Recently, Boerner et al [2007] have proposed a numerical method for determining coefficients in a quadratic form of the strain energy function for inhomogeneous deformations which improve the response of the CPE for 2-D plane strain problems with irregular elements. In [Jabareen and Rubin 2007b] analytical expressions were developed for constitutive coefficients in an improved CPE for 3-D deformations by generalizing the quadratic form of the strain energy function for inhomogeneous deformations to include additional coupling of the inhomogeneous strains active in bending modes.…”
Section: Introductionmentioning
confidence: 99%