Details
| Original language | English |
|---|---|
| Pages (from-to) | 429-438 |
| Number of pages | 10 |
| Journal | Communications in Numerical Methods in Engineering |
| Volume | 13 |
| Issue number | 6 |
| Publication status | Published - Jun 1997 |
| Externally published | Yes |
Abstract
Contact between three-dimensional beams which undergo large motions is considered. To formulate the associated constraint conditions the point of contact has to be detected within the beam. Once this is known the contact constraint has to be formulated for a given beam discretization and the associated contribution to the weak form has to be developed. Also, consistent linearization of the contact contribution is derived, which is needed within Newton's method.
Keywords
- Contact mechanics, Finite element methods, Nonlinear beams
ASJC Scopus subject areas
- Computer Science(all)
- Software
- Mathematics(all)
- Modelling and Simulation
- Engineering(all)
- General Engineering
- Computer Science(all)
- Computational Theory and Mathematics
- Mathematics(all)
- Applied Mathematics
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In: Communications in Numerical Methods in Engineering, Vol. 13, No. 6, 06.1997, p. 429-438.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - On contact between three-dimensional beams undergoing large deflections
AU - Wriggers, Peter
AU - Zavarise, G.
PY - 1997/6
Y1 - 1997/6
N2 - Contact between three-dimensional beams which undergo large motions is considered. To formulate the associated constraint conditions the point of contact has to be detected within the beam. Once this is known the contact constraint has to be formulated for a given beam discretization and the associated contribution to the weak form has to be developed. Also, consistent linearization of the contact contribution is derived, which is needed within Newton's method.
AB - Contact between three-dimensional beams which undergo large motions is considered. To formulate the associated constraint conditions the point of contact has to be detected within the beam. Once this is known the contact constraint has to be formulated for a given beam discretization and the associated contribution to the weak form has to be developed. Also, consistent linearization of the contact contribution is derived, which is needed within Newton's method.
KW - Contact mechanics
KW - Finite element methods
KW - Nonlinear beams
UR - http://www.scopus.com/inward/record.url?scp=0031162554&partnerID=8YFLogxK
U2 - 10.1002/(SICI)1099-0887(199706)13:6<429::AID-CNM70>3.0.CO;2-X
DO - 10.1002/(SICI)1099-0887(199706)13:6<429::AID-CNM70>3.0.CO;2-X
M3 - Article
AN - SCOPUS:0031162554
VL - 13
SP - 429
EP - 438
JO - Communications in Numerical Methods in Engineering
JF - Communications in Numerical Methods in Engineering
SN - 1069-8299
IS - 6
ER -