FREE-VIBRATION OF CROSS-PLY LAMINATED BEAMS WITH ARBITRARY BOUNDARY-CONDITIONS
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, vol.32, no.12, pp.1971-1980, 1994 (SCI-Expanded, Scopus)
- Publication Type: Article / Article
- Volume: 32 Issue: 12
- Publication Date: 1994
- Doi Number: 10.1016/0020-7225(94)90093-0
- Journal Name: INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE
- Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus
- Page Numbers: pp.1971-1980
- Middle East Technical University Affiliated: No
Abstract
Analytical solutions of refined beam theories are developed to study the free vibration behavior of cross-ply rectangular beams with arbitrary boundary conditions in conjunction with the state space approach. The study concludes that the disagreement between different shear deformation theories is much less than the disagreement between any of them and Euler-Bernoulli theory.