Free vibration and buckling analysis of higher order laminated composite plates using the isogeometric approach

• Autorzy: Peković O. , Stupar S. , Simonović A. , Svorcan J. , Trivković S.

Identyfikatory

DOI

10.15632/jtam-pl.53.2.453

• Języki publikacji: EN

Abstrakty

EN

This research paper presents a higher order isogeometric laminated composite plate finite element formulation. The isogeometric formulation is based on NURBS (non-uniform rational B-splines) basis functions of varying degree. Plate kinematics is based on the third order shear deformation theory (TSDT) of Reddy in order to avoid shear locking. Free vibration and the buckling response of laminated composite plates are obtained and efficiency of the method is considered. Numerical results with different element order are presented and the obtained results are compared to analytical and conventional numerical results as well as existing isogeometric plate finite elements.

Słowa kluczowe

EN

isogeometric; laminated composite plate; third order shear deformation theory

• Wydawca: Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
• Czasopismo: Journal of Theoretical and Applied Mechanics
• Rocznik: 2015
• Tom: Vol. 53 nr 2
• Strony: 453--466
• Opis fizyczny: Bibliogr. 23 poz., rys., tab.

Twórcy

autor

Peković O.

• University of Belgrade, Faculty of Mechanical Engineering, Serbia

autor

Stupar S.

• University of Belgrade, Faculty of Mechanical Engineering, Serbia

autor

Simonović A.

• University of Belgrade, Faculty of Mechanical Engineering, Serbia

autor

Svorcan J.

• University of Belgrade, Faculty of Mechanical Engineering, Serbia

autor

Trivković S.

• University of Belgrade, Faculty of Mechanical Engineering, Serbia

Bibliografia

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