NURBS-based isogeometric formulation for linear and nonlinear buckling analysis of laminated composite plates using constrained and unconstrained TSDTs

Author:

Verma SurendraORCID,Gupta Abha,Prasad Rabindra,Oguamanam Donatus

Publisher

Elsevier BV

Reference59 articles.

1. A unified buckling formulation for linear and nonlinear analysis of laminated plates using penalty based c0 fem-hsdt model;Verma;Int. J. Non-Linear Mech.,2023

2. Isogeometric Analysis;Cottrell,2009

3. The effect of non-linear curvature strains on the buckling of laminated plates and shells;Dennis;Int. J. Numer. Methods Eng.,1993

4. Buckling of laminated plates - a simple finite element based on higher-order theory;Ghosh;Finite Elem. Anal. Des.,1994

5. Geometrically nonlinear flexural response characteristics of shear deformable unsymmetrically laminated plates;Singh;Comput. Struct.,1994

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