1997
DOI: 10.1016/s0045-7949(96)00189-7
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Multiobjective design of laminated cylindrical shells for maximum torsional and axial buckling loads

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Cited by 30 publications
(13 citation statements)
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“…The Method of weighted-sum, which is the most common MOO method, belongs to this group. Examples of applications of this method in stacking sequence design of composite materials can be found in [17][18][19][20]. Another common non-generating method is called the ε-constraint method.…”
Section: Optimization Algorithmmentioning
confidence: 99%
“…The Method of weighted-sum, which is the most common MOO method, belongs to this group. Examples of applications of this method in stacking sequence design of composite materials can be found in [17][18][19][20]. Another common non-generating method is called the ε-constraint method.…”
Section: Optimization Algorithmmentioning
confidence: 99%
“…Multi-objective design of laminate composite cylindrical shells is carried out by Sun and Hansen [18] and Tennyson and Hansen [19] considering torsional, axial, external and internal pressure loadings. Walker et al [20] have determined the best layup to optimize the multi-objective design of laminated cylindrical shells for a weighted combination of maximum axial and torsional buckling loads. Smerdov [21,22] have dealt with different formulations of optimization problems on buckling of multi-layered composite cylindrical shells under axial compression and external pressure as well as the effects of variations in the dimensions and materials of the shell on buckling strength.…”
Section: Previous Workmentioning
confidence: 99%
“…A typical example might be the minimization of weight of a laminate subject to a speci®c stiffn ess. H owever, if there is also a need to trade weight with cost, strength and various buckling constraints, analytical methods become more dif®cultÐthough attempts have been made with multiple objectives [9].…”
Section: Description Of Databasementioning
confidence: 99%
“…Even by restrictin g the choice of angles to four allows a huge number of possible lay-ups to be chosen. F or an n-layer laminate there are 4 n potentially different laminates; thus for a 16-layer laminate which may have a plate thickness of as little as 2 mm there are in excess of 4610 9 permutationsÐa staggeringly high number. In practice, designers restrict the actual number of viable alternatives, typically by eliminating undesirable coupling responses and so making the laminate balanced and symmetrical.…”
Section: Introductionmentioning
confidence: 99%