Details
Original language | English |
---|---|
Pages (from-to) | 593-603 |
Number of pages | 11 |
Journal | Computer Methods in Applied Mechanics and Engineering |
Volume | 151 |
Issue number | 3-4 |
Publication status | Published - 25 Jun 1998 |
Externally published | Yes |
Abstract
Adaptive finite element methods have been developed over the last ten years for engineering problems in solid and fluid mechanics. They provide a tool for accurate and reliable analysis which is needed in many applications. The use of these techniques within contact problems is advantageous since the contact area is not known a priori and thus element sizes cannot be estimated beforehand. Furthermore, high gradients of stresses can occur in the contact interface which then need a sufficient refinement of the mesh for an accurate analysis. Within this work an adaptive finite element method is developed for large strain problems of two or more deformable bodies being in frictional contact. For this purpose we discuss new error indicators and error estimators related to the contact area. Based on these quantities and the known estimates for the solid body, a numerical method is constructed which allows automatic mesh refinement.
ASJC Scopus subject areas
- Engineering(all)
- Computational Mechanics
- Engineering(all)
- Mechanics of Materials
- Engineering(all)
- Mechanical Engineering
- Physics and Astronomy(all)
- General Physics and Astronomy
- Computer Science(all)
- Computer Science Applications
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In: Computer Methods in Applied Mechanics and Engineering, Vol. 151, No. 3-4, 25.06.1998, p. 593-603.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Adaptive finite element techniques for factional contact problems involving large elastic strains
AU - Wriggers, Peter
AU - Scherf, O.
PY - 1998/6/25
Y1 - 1998/6/25
N2 - Adaptive finite element methods have been developed over the last ten years for engineering problems in solid and fluid mechanics. They provide a tool for accurate and reliable analysis which is needed in many applications. The use of these techniques within contact problems is advantageous since the contact area is not known a priori and thus element sizes cannot be estimated beforehand. Furthermore, high gradients of stresses can occur in the contact interface which then need a sufficient refinement of the mesh for an accurate analysis. Within this work an adaptive finite element method is developed for large strain problems of two or more deformable bodies being in frictional contact. For this purpose we discuss new error indicators and error estimators related to the contact area. Based on these quantities and the known estimates for the solid body, a numerical method is constructed which allows automatic mesh refinement.
AB - Adaptive finite element methods have been developed over the last ten years for engineering problems in solid and fluid mechanics. They provide a tool for accurate and reliable analysis which is needed in many applications. The use of these techniques within contact problems is advantageous since the contact area is not known a priori and thus element sizes cannot be estimated beforehand. Furthermore, high gradients of stresses can occur in the contact interface which then need a sufficient refinement of the mesh for an accurate analysis. Within this work an adaptive finite element method is developed for large strain problems of two or more deformable bodies being in frictional contact. For this purpose we discuss new error indicators and error estimators related to the contact area. Based on these quantities and the known estimates for the solid body, a numerical method is constructed which allows automatic mesh refinement.
UR - http://www.scopus.com/inward/record.url?scp=0031674721&partnerID=8YFLogxK
U2 - 10.1016/S0045-7825(97)00169-2
DO - 10.1016/S0045-7825(97)00169-2
M3 - Article
AN - SCOPUS:0031674721
VL - 151
SP - 593
EP - 603
JO - Computer Methods in Applied Mechanics and Engineering
JF - Computer Methods in Applied Mechanics and Engineering
SN - 0045-7825
IS - 3-4
ER -