2001
DOI: 10.1007/s001580050174
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Aims, scope, methods, history and unified terminology of computer-aided topology optimization in structural mechanics

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Cited by 468 publications
(219 citation statements)
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“…the distribution or layout of material inside) of a design domain subjected to loads and boundary conditions, so as to extremize one or more objectives. Recent research in topology optimization has been in the development of finite element based numerical methods as they can deal with complex topologies involving different types of materials [15]. Among numerical methods, especially popular are the so-called ISE (Isotropic Solid or Empty) topologies, in which blocks of finite elements (called ground 00 00 00 00 00 00 00 00 00 00 11 11 11 11 11 11 11 11 11 11 elements) can either contain the given isotropic material (i.e.…”
Section: Results Ii: Design Features Through Superpositionmentioning
confidence: 99%
“…the distribution or layout of material inside) of a design domain subjected to loads and boundary conditions, so as to extremize one or more objectives. Recent research in topology optimization has been in the development of finite element based numerical methods as they can deal with complex topologies involving different types of materials [15]. Among numerical methods, especially popular are the so-called ISE (Isotropic Solid or Empty) topologies, in which blocks of finite elements (called ground 00 00 00 00 00 00 00 00 00 00 11 11 11 11 11 11 11 11 11 11 elements) can either contain the given isotropic material (i.e.…”
Section: Results Ii: Design Features Through Superpositionmentioning
confidence: 99%
“…Most general problems involve material distribution in a design space with given loads and boundary conditions. The design space can be analysed using the finite element method (Rozvany, 2001) or structure-specific methods with the optimisation process carried out by several techniques such as topological-derivatives, level-sets or genetic algorithm.…”
Section: Structural Optimisation Gamentioning
confidence: 99%
“…The optimization algorithm, i.e., the steepest descent, is based on the gradient at the current point in the design space, thus it sees no global information about the objective function and constraints, and all improvements of the structure is made based on local information at the current point in the design space. Therefore, it cannot perform a global search [28].…”
Section: Sensitivity Of the Perimeter Term And Volume Constraintmentioning
confidence: 99%