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contributor authorA. R. Diaz
contributor authorR. Mukherjee
date accessioned2017-05-09T00:21:00Z
date available2017-05-09T00:21:00Z
date copyrightMay, 2006
date issued2006
identifier issn1050-0472
identifier otherJMDEDB-27827#536_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/134328
description abstractModal disparity and a topology optimization problem seeking to maximize this disparity are introduced, with the goal of developing a new methodology for control of vibration in flexible structures. Modal disparity is generated in a structure by the application of external forces that vary the stiffness of the structure. When the forces are switched on and off and, as a result, the structure is switched between two stiffness states, modal disparity results in vibration energy being transferred from a set of not-controlled modes to a set of controlled modes. This allows the vibration of the structure to be completely attenuated by removing energy only from a small set of controlled modes. A topology optimization problem determines the best locations for application of the external forces. Simulation results are presented to demonstrate control of vibration exploiting modal disparity in two three-dimensional (3D) frame structures.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Topology Optimization Problem in Control of Structures Using Modal Disparity
typeJournal Paper
journal volume128
journal issue3
journal titleJournal of Mechanical Design
identifier doi10.1115/1.2181603
journal fristpage536
journal lastpage541
identifier eissn1528-9001
keywordsCables
keywordsOptimization
keywordsTopology
keywordsStress
keywordsTension AND Stiffness
treeJournal of Mechanical Design:;2006:;volume( 128 ):;issue: 003
contenttypeFulltext


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