Gjornâl Furlan des SiencisFriulian Journal of Science

No. 10 (2008): GFS
RICERCJIS

A rigorous justification of design formulas for torsion in thin profiles

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  • CESARE DAVINI,
  • ROBERTO PARONI,
  • ERIC PUNTEL
CESARE DAVINI
Georesources and Territory Department, University of Udine, Udine, Italy.
ROBERTO PARONI
Architecture and Planning Department, University of Sassari, Alghero, Italy.
ERIC PUNTEL
Georesources and Territory Department, University of Udine, Udine, Italy.

Peraulis clâf

  • Torsion,
  • thin-walled beams,
  • asymptotic method,
  • Γ-convergence

Cemût citâ

[1]
DAVINI, C., PARONI, R. and PUNTEL, E. 2008. A rigorous justification of design formulas for torsion in thin profiles. Gjornâl Furlan des Siencis - Friulian Journal of Science. 10, 10 (Jan. 2008), 75–88.

Ristret

A rather straightforward derivation of the Γ-limit of the torsion problem on a thin rectangle as the thickness goes to zero is obtained. The limit stresses are evaluated and the distributional nature of one of the stress components is clarified.

PDF (English)

Riferiments

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