An analytical solution procedure to analyze material nonlinear behavior of laminated beams

Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/4315

Title:	An analytical solution procedure to analyze material nonlinear behavior of laminated beams
Authors:	Ataş, Cesim Sayman, Onur Çallıoğlu, Hasan
Keywords:	Analytical solution Finite element method Laminated beams Material nonlinearity Beams and girders Deformation Stress analysis Bernoulli-Euler theory Laminated composites
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. © 2007 SAGE Publictions.
URI:	https://hdl.handle.net/11499/4315 https://doi.org/10.1177/0731684406072529
ISSN:	0731-6844
Appears in Collections:	Mühendislik Fakültesi Koleksiyonu Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

CORE Recommender

Check