Details
| Originalsprache | Englisch |
|---|---|
| Seiten (von - bis) | 3309-3326 |
| Seitenumfang | 18 |
| Fachzeitschrift | International Journal of Solids and Structures |
| Jahrgang | 33 |
| Ausgabenummer | 20-22 |
| Publikationsstatus | Veröffentlicht - Aug. 1996 |
| Extern publiziert | Ja |
Abstract
For three-dimensional continuum elements in solid mechanics crucial developments were achieved by Simo and Armero [Int. J. Numer. Meth. Engng 33, 1413-1449 (1992)] and Simo et al. [Comput. Meth. Appl. Mech. Engng 110, 359-386 (1993)] recently. These elements are locking free and show superior bending behaviour even for large strains. Naturally, solid elements are easier to develop and to implement than shell elements. This fact motivates a comparison of continuum and shell elements for thin shell problems. Thus, in this paper, continuum and shell formulations are compared for finite elasto-plastic deformations.
ASJC Scopus Sachgebiete
- Mathematik (insg.)
- Modellierung und Simulation
- Werkstoffwissenschaften (insg.)
- Allgemeine Materialwissenschaften
- Physik und Astronomie (insg.)
- Physik der kondensierten Materie
- Ingenieurwesen (insg.)
- Werkstoffmechanik
- Ingenieurwesen (insg.)
- Maschinenbau
- Mathematik (insg.)
- Angewandte Mathematik
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
in: International Journal of Solids and Structures, Jahrgang 33, Nr. 20-22, 08.1996, S. 3309-3326.
Publikation: Beitrag in Fachzeitschrift › Artikel › Forschung › Peer-Review
}
TY - JOUR
T1 - A comparison of three-dimensional continuum and shell elements for finite plasticity
AU - Wriggers, Peter
AU - Eberlein, R.
AU - Reese, S.
PY - 1996/8
Y1 - 1996/8
N2 - For three-dimensional continuum elements in solid mechanics crucial developments were achieved by Simo and Armero [Int. J. Numer. Meth. Engng 33, 1413-1449 (1992)] and Simo et al. [Comput. Meth. Appl. Mech. Engng 110, 359-386 (1993)] recently. These elements are locking free and show superior bending behaviour even for large strains. Naturally, solid elements are easier to develop and to implement than shell elements. This fact motivates a comparison of continuum and shell elements for thin shell problems. Thus, in this paper, continuum and shell formulations are compared for finite elasto-plastic deformations.
AB - For three-dimensional continuum elements in solid mechanics crucial developments were achieved by Simo and Armero [Int. J. Numer. Meth. Engng 33, 1413-1449 (1992)] and Simo et al. [Comput. Meth. Appl. Mech. Engng 110, 359-386 (1993)] recently. These elements are locking free and show superior bending behaviour even for large strains. Naturally, solid elements are easier to develop and to implement than shell elements. This fact motivates a comparison of continuum and shell elements for thin shell problems. Thus, in this paper, continuum and shell formulations are compared for finite elasto-plastic deformations.
UR - http://www.scopus.com/inward/record.url?scp=0030215974&partnerID=8YFLogxK
U2 - 10.1016/0020-7683(95)00262-6
DO - 10.1016/0020-7683(95)00262-6
M3 - Article
AN - SCOPUS:0030215974
VL - 33
SP - 3309
EP - 3326
JO - International Journal of Solids and Structures
JF - International Journal of Solids and Structures
SN - 0020-7683
IS - 20-22
ER -