1999
DOI: 10.1108/02644409910266421
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A design algorithm for the optimization of laminated composite structures

Abstract: This paper is devoted to the optimal design of laminated composite structures. The goal of the study is to assess the quality and the performance of an algorithm based on the directional derivative method. Particular attention is paid to the one-dimensional search, a critical step of the process, performed by cubic splines approximation. The optimization problem is formulated as weight minimization, under constraints on the mechanical behavior of the structure. The assumed design variables are the ply thicknes… Show more

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Cited by 6 publications
(7 citation statements)
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“…In our own design computer program, the users can choose their own trial functions M*/, ..., w y j [Eq. (12)] to suit their boundary conditions. After they input these functions, all of the mathematical operations, such as differentiation, will be done automatically by computers.…”
Section: Discussionmentioning
confidence: 99%
“…In our own design computer program, the users can choose their own trial functions M*/, ..., w y j [Eq. (12)] to suit their boundary conditions. After they input these functions, all of the mathematical operations, such as differentiation, will be done automatically by computers.…”
Section: Discussionmentioning
confidence: 99%
“…SF MS and SF TW are equal to the safety factors according to the maximum stress, and Tsai-Wu criteria, respectively, if they are greater than 1.0, otherwise these terms are equal to zero; w i are suitable coefficients [35]. This penalty function is the same as the one defined by Akbulut and Sonmez [35] in 2008 except the last term of (18). In their work, the ply angles are optimised for inplane plate and the effect of shear stress and as a result induced twist angle of the plate was neglected.…”
Section: Penalty Function and Optimisationmentioning
confidence: 99%
“…Latterly, many studies have been devoted to the optimum strength design of multidirectional laminate. Among these are the works by Park [12], Fukunaga and Chou [13], Miravete [14], Fukunaga and Vanderplaats [15], Gurdal et al [16,17], Spallino et al [18], Weaver [19], Chattopadhyay et al [20], Luersen and Riche. [21], and Ghiasi et al [22].…”
Section: Introductionmentioning
confidence: 99%
“…Researchers used various theories and methods to analyze composite structures. As an analytical method, many used the classical laminated plate theory, besides, some of them used von Karman plate theory, 795 3D laminated media analysis, 534 the zig-zag plate theory, 640,960,900,961 shear deformation theories, 61,193,240,304,342,351,372,373,380,404,418,420,432,439,458,470,471,504,516,521,533,541,572,575,576,577,590,591,615,656,664,665,685,701,750,752,815,819,904,928,934936,945,1005 Flügge shell theory, 23,573,663,849 beam theories, 1,3,76,87,111,345,…”
Section: Introductionmentioning
confidence: 99%
“…In order to avoid unacceptable configurations, constraints are imposed on the design variables during an optimization process; e.g. a minimum stiffness is ensured by imposing an upper limit for deflections, 1,3,12,18,25,28,34,38,42,47,49,59,84,122,123,127129,131,143,145,146,156,165,200,222,225,227,238,240,256,258,261,265,269,272,282,283,293,315,344,351,360,403,410,412,413,419,422,423,437,469,470,476,498,500,503,520,530,552,563,565,568,…”
Section: Introductionmentioning
confidence: 99%