Thermal buckling of composite plates with spatial varying fiber orientations

被引:52
作者
Duran, A. V. [1 ]
Fasanella, N. A. [1 ]
Sundararaghavan, V. [1 ]
Waas, A. M. [1 ]
机构
[1] Univ Michigan, Ann Arbor, MI 48109 USA
关键词
Laminates; Thermal buckling; Variable stiffness; Composite plates; PANELS; DESIGN; OPTIMIZATION; MINIMIZATION; LOAD;
D O I
10.1016/j.compstruct.2014.12.065
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Thermal buckling analysis of square composite laminates with variable stiffness properties is presented. Fiber angles vary spatially and result in material properties that are functions of position. The thermal critical budding temperatures for such laminates are obtained numerically based on classical lamination theory and the finite element method. In this work, the domain is discretized to transform nonlinear fiber path functions to linear piecewise functions. Using this method, thermal responses for symmetric balanced laminates under constant thermal load is investigated and the optimal fiber paths to resist thermal buckling are obtained for multiple material models. The coefficients of thermal expansion are varied to study the effect on the critical buckling temperature and optimal fiber path. Validation for the method presented is achieved using the results for the special case of constant fiber angles found in literature. This work finds curved fiber path configurations that provide a 36.9% increase of resistance to thermal buckling in comparison to straight fiber configurations. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:228 / 235
页数:8
相关论文
共 19 条
[1]   EXPERIMENTAL STUDY OF STABILITY OF COMPOSITE PLATES [J].
ASHTON, JE ;
LOVE, TS .
JOURNAL OF COMPOSITE MATERIALS, 1969, 3 (APR) :230-&
[2]  
Brush DO, 1975, BUCKLING BARS PLATES, V6, P384
[3]  
Cook RD, 2007, Concepts and applications of finite element analysisM, DOI DOI 10.1016/B978-0-08-052402-3.50011-3
[4]  
Daniel IM, 2006, ENG MECH COMPOSITE M
[5]   A RAPIDLY CONVERGENT DESCENT METHOD FOR MINIMIZATION [J].
FLETCHER, R ;
POWELL, MJD .
COMPUTER JOURNAL, 1963, 6 (02) :163-&
[6]   Buckling analysis of variable angle tow, variable thickness panels with transverse shear effects [J].
Groh, R. M. J. ;
Weaver, P. M. .
COMPOSITE STRUCTURES, 2014, 107 :482-493
[7]   Variable stiffness composite panels:: Effects of stiffness variation on the in-plane and buckling response [J].
Gurdal, Z. ;
Tatting, B. F. ;
Wu, C. K. .
COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2008, 39 (05) :911-922
[8]  
GURDAL Z, 1992, P AIAA ASME ASCE AHS, V2, P798
[9]   USE OF CURVILINEAR FIBER FORMAT IN COMPOSITE STRUCTURE DESIGN [J].
HYER, MW ;
CHARETTE, RF .
AIAA JOURNAL, 1991, 29 (06) :1011-1015
[10]   Optimization of Variable-Stiffness Panels for Maximum Buckling Load Using Lamination Parameters [J].
IJsselmuiden, Samuel T. ;
Abdalla, Mostafa M. ;
Gurdal, Zafer .
AIAA JOURNAL, 2010, 48 (01) :134-143