Abstract
In this study, an analytical solution procedure for elastic–plastic stress analysis of laminated beams is presented. The Bernoulli–Euler theory was used in the solution considering infinitesimal small deformations. A finite element analysis was also carried out, by using LUSAS 13.4, to compare and verify results obtained by analytical solution. Several stacking sequences such as [0°/90°]S, [90°/0°]S, [15°/–15°]S, [30°/–30°]S, and [45°/–45°]S are chosen for comparison.
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