Volume 2: 31st Design Automation Conference, Parts a and B 2005
DOI: 10.1115/detc2005-84904
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Synthesis of Bistable Periodic Structures Using Topology Optimization and a Genetic Algorithm

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Cited by 14 publications
(12 citation statements)
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“…Common approach in GAs, for a termination criterion, is to set a limit on the number of fitness evaluation, that is, when the maximum number of generations is reached, the optimization stops (Prasad and Diaz, 2006;Reeves and Rowe, 2002;Saxena, 2005). Other approaches include stopping the algorithm:…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…Common approach in GAs, for a termination criterion, is to set a limit on the number of fitness evaluation, that is, when the maximum number of generations is reached, the optimization stops (Prasad and Diaz, 2006;Reeves and Rowe, 2002;Saxena, 2005). Other approaches include stopping the algorithm:…”
Section: Resultsmentioning
confidence: 99%
“…In these cases, another set of algorithms is often favored. These are evolutionary algorithms that perform global search over a large design space, of which the most commonly used in topology synthesis are GAs (Parsons and Canfield, 2002;Prasad and Diaz, 2006;Saxena, 2005;Trease and Kota, 2009). When the optimization procedure converges, some elements will be removed from the original exhaustive set and some will be selected as actuators.…”
Section: Synthesis Methodologymentioning
confidence: 99%
“…Negative stiffness materials are realizable. A typical way to implement negative stiffness is through the use of bistable structures, positioned in their unstable configuration and held there by surrounding, stable material (see [5]). In [4,6,7] the authors show how lumped structures can be used to implement negative stiffness inclusions.…”
Section: Two Phase Composite Materialsmentioning
confidence: 99%
“…However, this approach results in partially compliant mechanism with lumped compliance. The topology optimization approach, using either a continuum modeling, for example, homogenization method , solid isotropic material with penalization method , level set method , and so on, combined with finite element analysis or a discrete modeling represented by a network of slender members; for example, beams is regarded as a material distribution method and has the advantage of results in fully compliant mechanisms, which are the desired solutions when lower stress concentration is the main requirement .…”
Section: Introductionmentioning
confidence: 99%