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contributor authorLuo, Quantian
contributor authorTong, Liyong
date accessioned2017-05-09T01:25:15Z
date available2017-05-09T01:25:15Z
date issued2015
identifier issn1048-9002
identifier othervib_137_06_061005.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/160115
description abstractThis paper studies optimal designs for vibrating structures using a moving isosurface threshold method (MIST). In the present study, a combination of strain and kinetic energy densities is selected as a response function of natural frequency and then formulations to maximize a specific frequency, frequency separation, and averagemean are derived. An efficient algorithm is developed to find a moving isosurface threshold level for evolving the design boundary and updating the weighting factor. The present algorithm coupled with commercial finite element analysis (FEA) software is used to study optimal designs for vibrating structures. The obtained optimal designs are fabricated and the experimental tests are conducted to validate the optimal topologies.
publisherThe American Society of Mechanical Engineers (ASME)
titleOptimal Designs for Vibrating Structures Using a Moving Isosurface Threshold Method With Experimental Study
typeJournal Paper
journal volume137
journal issue6
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4030771
journal fristpage61005
journal lastpage61005
identifier eissn1528-8927
treeJournal of Vibration and Acoustics:;2015:;volume( 137 ):;issue: 006
contenttypeFulltext


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