Thermoelastic stability of trusses with temperature‐dependent constitutive relations
- verfasst von
- Peter Wriggers, S. Reese
- Abstract
This paper is concerned with stability problems of spatial trusses due to thermal and mechanical loading. A fully coupled thermomechanical truss element is formulated which accounts also for the temperature dependence of the constitutive parameters. The formulation leads to a non‐linear problem which is solved by the finite element method. The computation of critical points is based on the linearization of the coupled weak form which yields a non‐symmetric tangent operator. The formulation and its associated algorithmic treatment is validated by means of examples.
- Externe Organisation(en)
-
Technische Universität Darmstadt
- Typ
- Artikel
- Journal
- International Journal for Numerical Methods in Engineering
- Band
- 35
- Seiten
- 1891-1906
- Anzahl der Seiten
- 16
- ISSN
- 0029-5981
- Publikationsdatum
- 30.11.1992
- Publikationsstatus
- Veröffentlicht
- Peer-reviewed
- Ja
- ASJC Scopus Sachgebiete
- Numerische Mathematik, Allgemeiner Maschinenbau, Angewandte Mathematik
- Elektronische Version(en)
-
https://doi.org/10.1002/nme.1620350910 (Zugang:
Unbekannt)
