Details
| Originalsprache | Englisch |
|---|---|
| Seiten (von - bis) | 291-304 |
| Seitenumfang | 14 |
| Fachzeitschrift | Computers and Structures |
| Jahrgang | 75 |
| Ausgabenummer | 3 |
| Publikationsstatus | Veröffentlicht - 25 Feb. 2000 |
Abstract
In the present contribution, an innovative brick element formulation for large deformation problems in finite elasticity is discussed. The new formulation can be considered as a reduced integration plus stabilization concept with the stabilization factors being computed on the basis of the enhanced strain method. Such an idea has not been applied yet in the context of large deformation 3D problems and leads to a surprisingly well-behaved locking-free element formulation. Crucial to the method is the notion of the so-called equivalent parallelepiped. The major advantages of this element technology are its simplicity and robustness. Since the element quantities are evaluated only in the center of the element, the approach is also very efficient from the numerical point of view.
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in: Computers and Structures, Jahrgang 75, Nr. 3, 25.02.2000, S. 291-304.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - New locking-free brick element technique for large deformation problems in elasticity
AU - Reese, S.
AU - Wriggers, Peter
AU - Reddy, B. D.
PY - 2000/2/25
Y1 - 2000/2/25
N2 - In the present contribution, an innovative brick element formulation for large deformation problems in finite elasticity is discussed. The new formulation can be considered as a reduced integration plus stabilization concept with the stabilization factors being computed on the basis of the enhanced strain method. Such an idea has not been applied yet in the context of large deformation 3D problems and leads to a surprisingly well-behaved locking-free element formulation. Crucial to the method is the notion of the so-called equivalent parallelepiped. The major advantages of this element technology are its simplicity and robustness. Since the element quantities are evaluated only in the center of the element, the approach is also very efficient from the numerical point of view.
AB - In the present contribution, an innovative brick element formulation for large deformation problems in finite elasticity is discussed. The new formulation can be considered as a reduced integration plus stabilization concept with the stabilization factors being computed on the basis of the enhanced strain method. Such an idea has not been applied yet in the context of large deformation 3D problems and leads to a surprisingly well-behaved locking-free element formulation. Crucial to the method is the notion of the so-called equivalent parallelepiped. The major advantages of this element technology are its simplicity and robustness. Since the element quantities are evaluated only in the center of the element, the approach is also very efficient from the numerical point of view.
UR - http://www.scopus.com/inward/record.url?scp=0034165886&partnerID=8YFLogxK
U2 - 10.1016/S0045-7949(99)00137-6
DO - 10.1016/S0045-7949(99)00137-6
M3 - Article
AN - SCOPUS:0034165886
VL - 75
SP - 291
EP - 304
JO - Computers and Structures
JF - Computers and Structures
SN - 0045-7949
IS - 3
ER -