Forced vibration of a steel cantilever beam with thick viscoelastic damping layer

Auteurs-es

  • D.C. Stredulinsky Defence Res. Estab., Atlantic, Dartmouth, NS, Canada
  • J.P. Szabo Defence Res. Estab., Atlantic, Dartmouth, NS, Canada

Mots-clés :

damping, steel, vibrations, viscoelasticity, forced vibration, cantilever beam, viscoelastic damping layer, VAST direct frequency response method, loss factor, PREDC

Résumé

This paper considers the vibration of a cantilever beam with a thick layer of viscoelastic damping material bonded to one surface. The measured forced response is compared to numerical results obtained using the VAST direct frequency response method in conjunction with measured dynamic mechanical properties for the damping material. Predictions of the composite system loss factor, made using VAST and independently using a code PREDC, are also compared to the experimental data. PREDC is a computer program obtained from University of Dayton, Ohio which employs analytical equations for free and constrained damping treatments of beams and rectangular plates

Fichiers supplémentaires

Publié-e

1994-09-01

Comment citer

1.
Stredulinsky D, Szabo J. Forced vibration of a steel cantilever beam with thick viscoelastic damping layer. Canadian Acoustics [Internet]. 1 sept. 1994 [cité 13 mai 2026];22(3):173-4. Disponible à: https://jcaa.caa-aca.ca/index.php/jcaa/article/view/905

Numéro

Rubrique

Actes du congrès de la Semaine canadienne d'acoustique