Linear statics and free vibration sensitivity analysis of the composite sandwich plates based on a layerwise/solid-element method

被引:26
作者
Li, D. H. [1 ]
Liu, Y. [1 ]
Zhang, X. [1 ]
机构
[1] Tsinghua Univ, Sch Aerosp, Beijing 100084, Peoples R China
基金
中国国家自然科学基金;
关键词
Sensitivity analysis; Composite sandwich plates; Layerwise theory; Overall finite difference methods (OFD); Semi-analytical method (SAM); TRANSVERSE-SHEAR DEFORMATION; FINITE-ELEMENT; OPTIMIZATION; PANELS; RESPECT; SHELLS; ERROR; THICK; MODEL; CORE;
D O I
10.1016/j.compstruct.2013.05.056
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Although many researches have been attracted to optimization problems of composite sandwich structures, there are rarely special literatures for sensitivity analysis which provides essential gradient information for the optimization. In this paper the linear statics and free vibration sensitivity analysis problems of the composite sandwich plates are studied based on a layerwise/solid-element method (LW/SE) which was developed in our previous work to eliminate or decrease the error induced by the equivalent methods of the core. In the present sensitivity analysis schemes the cores of the sandwich plates are discretized by three models, namely, full model, local model and equivalent model. In the numerical examples, two kinds of sensitivity analysis schemes, the overall finite difference method (OFD) and the semi-analytical method (SAM), are employed to calculate the sensitivity coefficients of displacements, stresses and natural frequencies. The convergence is studied together with the effect of step size on the relative error. The performance of these three methods of modeling the honeycomb in computing displacements and natural frequencies sensitivity coefficients is investigated. At last, the influences of the parameters on the displacements, stresses and natural frequencies are investigated by using the sensitivity analysis scheme based on the local model and SAM. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:175 / 200
页数:26
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