POSTBUCKLING ANALYSIS OF VARIABLE STIFFNESS COMPOSITE PLATES USING A FINITE ELEMENT-BASED PERTURBATION METHOD

被引:57
作者
Rahman, T. [1 ]
Ijsselmuiden, S. T. [2 ]
Abdalla, M. M. [2 ]
Jansen, E. L. [3 ]
机构
[1] TNO DIANA BV, NL-2628 XJ Delft, Netherlands
[2] Delft Univ Technol, Fac Aerosp Engn, NL-2629 HS Delft, Netherlands
[3] Leibniz Univ Hannover, Inst Stat & Dynam, D-30167 Hannover, Germany
关键词
Buckling; postbuckling; variable stiffness panels; composites; reduced-order model; perturbation method; DESIGN;
D O I
10.1142/S0219455411004324
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Modern fiber placement machines allow laminates with spatially varying stiffness properties to be manufactured. In earlier research, the authors optimized variable stiffness plates for maximum buckling load, demonstrating significant improvements in load-carrying capacity. In aerospace applications, panel structures are often permitted to enter the postbuckling regime during service. It is, therefore, not only important to understand their postbuckling behavior, but also to develop fast analysis methods that can subsequently be used in a design optimization framework. The aim of the present research is to study the postbuckling behavior of the optimized plates using a perturbation method that has been developed earlier within a general-purpose finite element environment. The perturbation approach is used to compute postbuckling coefficients, which are used to make a quick estimate of the postbuckling stiffness of the panel and to establish a reduced-order model. In the present work, the postbuckling analysis of variable stiffness plates is carried out using the reduced-order model, and the potential of the approach for incorporation within the optimization process is demonstrated.
引用
收藏
页码:735 / 753
页数:19
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