Isogeometric nonlinear bending and buckling analysis of variable-thickness composite plate structures
T. Le-Manh, Q. Huynh-Van, Thu D. Phan, Huan D. Phan, H. Nguyen-Xuan

TL;DR
This paper presents an isogeometric analysis method for nonlinear bending and buckling of variable-thickness composite plates, employing NURBS functions for accurate modeling of geometry and thickness variations.
Contribution
It introduces a novel isogeometric approach using NURBS to model and analyze variable-thickness composite plates under nonlinear conditions.
Findings
Method accurately predicts nonlinear bending and buckling behaviour.
NURBS-based modeling ensures smooth variation of thickness.
Numerical results validate the robustness of the proposed approach.
Abstract
This paper investigates nonlinear bending and buckling behaviours of composite plates characterized by a thickness variation. Layer interfaces are described as functions of inplane coordinates. Top and bottom surfaces of the plate are symmetric about the midplane and the plate could be considered as a flat surface in analysis along with thickness parameters which vary over the plate. The variable thickness at a certain position in the midplane is modeled by a set of control points (or thickness-parameters) through NURBS (Non-Uniform Rational B-Spline) basic functions. The knot parameter space which is referred in modelling geometry and approximating displacement variables is employed for approximating thickness, simultaneously. The use of quadratic NURBS functions results in C^1 continuity of modeling variable thickness and analyzing solutions. Thin to moderately thick laminates in…
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Taxonomy
TopicsAdvanced Numerical Analysis Techniques · Composite Structure Analysis and Optimization · Mechanical Engineering and Vibrations Research
