Optimization of composite stiffened panels subject to compression and lateral pressure using a bi-level approach

被引:0
作者
Wenli Liu
Richard Butler
H. Alicia Kim
机构
[1] University of Bath,Composites Research Unit, Department of Mechanical Engineering
来源
Structural and Multidisciplinary Optimization | 2008年 / 36卷
关键词
Composite stiffened panels; Buckling optimization; Genetic algorithm; Lateral pressure;
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学科分类号
摘要
Composite stiffened panel optimization is typically a mixed discrete-continuous design problem constrained by buckling and material strength. Previous work applied a bi-level optimization strategy to the problem by decomposing the mixed problem to continuous and discrete levels to reduce the optimization search space and satisfy manufacturing constraints. A fast-running optimization package, VICONOPT, was used at the continuous optimization level where the buckling analysis was accurately and effectively performed. However, the discrete level was manually adjusted to satisfy laminate design rules. This paper develops the strategy to application on continuously long aircraft wing panels subjected to compression and lateral pressure loading. The beam-column approach used to account for lateral loading for analysis during optimization is reported. A genetic algorithm is newly developed and applied to the discrete level for automated selection of laminated designs. The results that are presented show at least 13% weight saving compared with an existing datum design.
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页码:235 / 245
页数:10
相关论文
共 40 条
[1]  
Anderson MS(1979)General panel sizing computer code and its application to composite structural panels AIAA J 17 892-897
[2]  
Stroud WJ(1983)Buckling and vibration of any prismatic assembly of shear and compression loaded anisotropic plates with an arbitrary supporting structure Int J Mech Sci 25 585-596
[3]  
Anderson MS(1987)PANDA2—program for minimum weight design of stiffened, composite, locally buckled panels Comput Struct 25 469-605
[4]  
Williams FW(1977)Finite strip buckling analysis of curved plate assemblies under biaxial loading Int J Solids Struct 13 1141-1155
[5]  
Wright CJ(1978)Finite strip method for the buckling of plate structures under arbitrary loading Int J Mech Sci 20 685-693
[6]  
Bushnell D(1997)Simultaneous cost and weight minimization of composite-stiffened panels under compression and shear Compos Part A Appl Sci Manuf 28 419-435
[7]  
Dawe DJ(2002)Buckling of unidirectionally loaded composite plates with one free and one rotationally restrained unloaded edge J Struct Eng 128 1202-1211
[8]  
Graves-Smith TR(1993)Optimization of laminate stacking sequence for buckling load maximisation by genetic algorithm AIAA J 31 951-956
[9]  
Sridharan SA(2000)Two-level composite wing structural optimization using response surfaces Struct Multidiscipl Optim 20 87-96
[10]  
Kassapoglou C(2006)Bi-level optimization and post-buckling of highly strained composite stiffened panels AIAA J 44 2562-2570