Details
| Original language | English |
|---|---|
| Pages (from-to) | 1891-1906 |
| Number of pages | 16 |
| Journal | International Journal for Numerical Methods in Engineering |
| Volume | 35 |
| Issue number | 9 |
| Publication status | Published - 30 Nov 1992 |
| Externally published | Yes |
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.
ASJC Scopus subject areas
- Mathematics(all)
- Numerical Analysis
- Engineering(all)
- General Engineering
- Mathematics(all)
- Applied Mathematics
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In: International Journal for Numerical Methods in Engineering, Vol. 35, No. 9, 30.11.1992, p. 1891-1906.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Thermoelastic stability of trusses with temperature‐dependent constitutive relations
AU - Wriggers, Peter
AU - Reese, S.
PY - 1992/11/30
Y1 - 1992/11/30
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=0026944509&partnerID=8YFLogxK
U2 - 10.1002/nme.1620350910
DO - 10.1002/nme.1620350910
M3 - Article
AN - SCOPUS:0026944509
VL - 35
SP - 1891
EP - 1906
JO - International Journal for Numerical Methods in Engineering
JF - International Journal for Numerical Methods in Engineering
SN - 0029-5981
IS - 9
ER -