An Analytical Solution Procedure to Analyze Material Nonlinear Behavior of Laminated Beams
Source abstract
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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Research context
OpenAlex topics: Composite Structure Analysis and Optimization · Structural Analysis and Optimization · Structural Analysis of Composite Materials
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Affiliations
Department of Mechanical Engineering, Dokuz Eylül University, Bornova, Izmir, Turkey;
Department of Mechanical Engineering, Dokuz Eylül University, Bornova, Izmir, Turkey
Department of Mechanical Engineering, Pamukkale University, Denizli, Turkey
References (13)
Show source-provided references
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