In this work it is presented an adaptation for beams of Di Sciuva’s theory of laminated plates. This theory accepts that in each lamina plane sections remain plane and other assumptions accepted for isotropic beams.A computer program was made to solve the equations of movement for simply-supported beams.Several results are shown, and it is emphasized the excelent agreement between theoritical and experimental values.
Vibrations of Laminated Beams
Sae Technical Papers
SAE Brasil ; 1993
1993-10-01
Conference paper
English
AIAA | 1972
|AIAA | 1972
|Nonlinear vibrations of unsymmetrically laminated beams
AIAA | 1989
|Nonlinear vibrations of unsymmetrically laminated beams
AIAA | 1987
|Free vibrations of non-symmetric cross-ply laminated composite beams
Online Contents | 1994
|