دورية أكاديمية

A simple and efficient eight node finite element for multilayer sandwich composite plates bending behavior analysis.

التفاصيل البيبلوغرافية
العنوان: A simple and efficient eight node finite element for multilayer sandwich composite plates bending behavior analysis.
المؤلفون: Belkaid, Khmissi, Boutasseta, Nadir, Aouaichia, Hamza, Gaagaia, Djamel Eddine, Boubir, Badreddine, Deliou, Adel
المصدر: Fracture & Structural Integrity / Frattura ed Integrità Strutturale; Jul2022, Issue 61, p372-393, 22p
مصطلحات موضوعية: SANDWICH construction (Materials), BEHAVIORAL assessment, SHEAR (Mechanics), ELASTIC plates & shells, QUADRATIC fields, COMPOSITE plates, MULTILAYERED thin films, LAMINATED materials
مستخلص: In this paper, a C0 simple and efficient isoparametric eight-node element displacement-model based on higher order shear deformation theory is proposed for the bending behavior study of multilayer composites sandwich plates. Difficult C¹-continuity requirement is overcome efficiently by choosing seven degrees of freedom for each element node: two displacements for inplane behavior and five bending unknowns namely: a transverse displacement, two rotations and two shear angles, which results in the approximation formulation having only first order derivative requirement. The governing equations of the element (constitutive, virtual work and equilibrium equations) are implemented for the prediction of approximate solutions of deflections and stresses of sandwich plates linear elastic problems. The formulation element is able to present a cubic in-plane displacement along both core and faces sandwich cross-sectional, as well as, the shear stresses are found to vary as quadratic field without requiring shear correction factors and independent from any transverse shear locking problems when the plate is thin. The accuracy and validity of the proposed formulation is verified through the numerical evaluation of displacements and stresses and their comparison with the available analytical 3D elasticity solutions and other published finite element results. [ABSTRACT FROM AUTHOR]
Copyright of Fracture & Structural Integrity / Frattura ed Integrità Strutturale is the property of Gruppo Italiano Frattura and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
قاعدة البيانات: Complementary Index
الوصف
تدمد:19718993
DOI:10.3221/IGF-ESIS.61.25