Abstract

The exact element method was applied to calculate the natural frequencies, the buckling loads, and the influence of the axial load on the natural frequencies and mode shapes of nonsymmetric laminated composite beams. The theoretical model is using a first-order shear deformation theory and includes the effects of rotary inertia, shear deformation, and coupling between the longitudinal and transverse displacements. A parametric study was performed to investigate the influence of boundary conditions, materials and layup sequence on the buckling loads and natural frequencies of rectangular, cross-ply laminated composite beams.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call