Research Article
A Finite Element Formulation for Bending-Torsion Coupled Vibration Analysis of Delaminated Beams under Combined Axial Load and End Moment
Figure 2
Convergence analysis for clamped-clamped isotropic beam, with P0 = 0, Mzz = 0, H2/H = 0.3, and L2/L = 0.4.