Bottom up surrogate based approach for stochastic frequency response analysis of laminated composite plates

被引:48
作者
Dey, S. [1 ]
Mukhopadhyay, T. [2 ]
Spickenheuer, A. [1 ]
Adhikari, S. [2 ]
Heinrich, G. [1 ,3 ]
机构
[1] Leibniz Inst Polymerforsch Dresden eV, D-01069 Dresden, Germany
[2] Swansea Univ, Coll Engn, Swansea SA2 8PP, W Glam, Wales
[3] Tech Univ Dresden, Dresden, Germany
关键词
Uncertainty; GHDMR; Composite plate; Frequency response function; Stochastic mode shape; Noise; FREE-VIBRATION ANALYSIS; NATURAL FREQUENCIES; UNCERTAINTY QUANTIFICATION; RELIABILITY; IDENTIFICATION; OPTIMIZATION;
D O I
10.1016/j.compstruct.2016.01.039
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper presents an efficient uncertainty quantification (UQ) scheme for frequency responses of laminated composite plates. A bottom up surrogate based approach is employed to quantify the variability in free vibration responses of composite cantilever plates due to uncertainty in ply orientation angle, elastic modulus and mass density. The finite element method is employed incorporating effects of transverse shear deformation based on Mindlin's theory in conjunction with a random variable approach. Parametric studies are carried out to determine the stochastic frequency response functions (SFRF) along with stochastic natural frequencies and modeshapes. In this study, a surrogate based approach using General High Dimensional Model Representations (GHDMR) is employed for achieving computational efficiency in quantifying uncertainty. Subsequently the effect of noise is investigated in GHDMR based UQ algorithm. This paper also presents an uncertainty quantification scheme using commercial finite element software (ANSYS) and thereby comparative results of stochastic natural frequencies are furnished for UQ using GHDMR approach and ANSYS. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:712 / 727
页数:16
相关论文
共 47 条
[1]   Stochastic analysis of the vibrations of an uncertain composite truss for space applications [J].
Allegri, G ;
Corradi, S ;
Marchetti, M .
COMPOSITES SCIENCE AND TECHNOLOGY, 2006, 66 (02) :273-282
[2]  
[Anonymous], 2000, BEST APPROXIMATION I
[3]  
[Anonymous], 2004, FINITE ELEMENT PROCE
[4]  
ANSYS, 2012, ANSYS REL 14 5
[5]   Uncertainty quantification in model verification and validation as applied to large scale historic masonry monuments [J].
Atamturktur, S. ;
Hemez, F. M. ;
Laman, J. A. .
ENGINEERING STRUCTURES, 2012, 43 :221-234
[6]   A structural damage detection method using static noisy data [J].
Bakhtiari-Nejad, F ;
Rahai, A ;
Esfandiari, A .
ENGINEERING STRUCTURES, 2005, 27 (12) :1784-1793
[7]   TRANSVERSE VIBRATION OF SYMMETRICALLY LAMINATED RECTANGULAR COMPOSITE PLATES [J].
CHOW, ST ;
LIEW, KM ;
LAM, KY .
COMPOSITE STRUCTURES, 1992, 20 (04) :213-226
[8]   High-dimensional model representation for structural reliability analysis [J].
Chowdhury, Rajib ;
Rao, B. N. ;
Prasad, A. Meher .
COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING, 2009, 25 (04) :301-337
[9]   Assessment of high dimensional model representation techniques for reliability analysis [J].
Chowdhury, Rajib ;
Rao, B. N. .
PROBABILISTIC ENGINEERING MECHANICS, 2009, 24 (01) :100-115
[10]   Uncertainty assessment approach for composite structures based on global sensitivity indices [J].
Conceicao Antonio, C. A. ;
Hoffbauer, L. N. .
COMPOSITE STRUCTURES, 2013, 99 :202-212