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Computer methods in applied mechanics and engineering, 2003-07, Vol.192 (28), p.3233-3244
2003

Details

Autor(en) / Beteiligte
Titel
A multilevel finite element method (FE 2) to describe the response of highly non-linear structures using generalized continua
Ist Teil von
  • Computer methods in applied mechanics and engineering, 2003-07, Vol.192 (28), p.3233-3244
Ort / Verlag
Amsterdam: Elsevier B.V
Erscheinungsjahr
2003
Link zum Volltext
Quelle
Alma/SFX Local Collection
Beschreibungen/Notizen
  • A general method called FE 2 has been introduced which consists in describing the behavior of heterogeneous structures using a multiscale finite element model. Instead of trying to build differential systems to establish a stress-strain relation at the macroscale, a finite element computation of the representative volume element is carried out simultaneously. Doing so does not require any constitutive equations to be written at the macroscopic scale: all non-linearities come directly from the microscale. In this paper, we describe how this method can be used in the context of generalized continua. For such continua, constitutive equations are very difficult to write, and a new set of material is difficult to fit to experimental data. The use of FE 2 models bypasses this problem because no analytical equation is needed at the macroscale. An academic application is presented to show that generalized continua are necessary when the size of the heterogeneities increases, and that FE 2 models behave well compared to a reference solution.

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