2008
DOI: 10.1177/0731684407086966
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An Optimization Approach to the Computer Simulation of Composite Materials

Abstract: A procedure for the optimal modal design of a beam made of a composite material was developed. The two components considered for the composite are a light concrete as the matrix and a polyester fiber as the filler. The fibers inside of the matrix tend to aggregate and to take this into account in the modeling, a subroutine that generates random finite elements corresponding to the fiber clusters was constructed. Three-dimensional simulation using a volumetric model allows to obtain the solutions by means of a … Show more

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Cited by 3 publications
(5 citation statements)
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“…The strain failure load factor cs corresponds to the smallest load factor in equation (12) such that, in at least one of the layers, one of the principal strains reaches or exceeds its allowable value, calculated " 1 ua , " 2 ua , ua 12 . A safety factor equal to 1.5 is used to calculate the allowable strains.…”
Section: Dhahs Algorithmmentioning
confidence: 99%
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“…The strain failure load factor cs corresponds to the smallest load factor in equation (12) such that, in at least one of the layers, one of the principal strains reaches or exceeds its allowable value, calculated " 1 ua , " 2 ua , ua 12 . A safety factor equal to 1.5 is used to calculate the allowable strains.…”
Section: Dhahs Algorithmmentioning
confidence: 99%
“…The load cases given in Table 3 have been solved in the literature 13,18,59 for the optimum buckling and failure loads using GAs. The buckling and failure loads of the simply supported composite plate can be computed using equation (6) and equations (12) to (14). Several optimal designs exist for all these load cases, which are close to optimal buckling and failure loads.…”
Section: Maximisation Of Buckling Load Factor -48-ply Laminate Composite Platementioning
confidence: 99%
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“…Some of the most recent applications include the optimization of batch operations in an environmental-friendly plant (Halim and Srinivasan, 2008), the optimization of a beam made of composite materials (Horta-Rangel et al, 2009), the optimization of staff in a health-care facility (Ahmed and Alkhamis, 2009), the scheduling of loading operations in container terminals (Zeng and Yang, 2009) and the minimization of life-cycle costs for a single-family home (Hasan et al, 2008).…”
Section: Introductionmentioning
confidence: 99%
“…In many of these studies, plain fiber-reinforced laminated composite plates were considered for optimization; besides, others types of composite structures were optimized: Structures reinforced with short or long fibers, 6,70,113,300,545,618,696,899,958 particulate fillers, 352,425,737,821 braided or woven fibers, 291,326,336,347,425,530,531,710,880,884,923,1006 or carbon nanotubes, 993 laminates with layers having variable fiber orientation, 149,173,219,243,247,271,311,325,355,359,446,564,633,709,720,730,732,771,787,796,797,814,831,877,885,900,906,910,951954 or variable fiber density, 325,472,…”
Section: Introductionmentioning
confidence: 99%