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contributor authorJohn A. Cafeo
contributor authorMartin W. Trethewey
contributor authorH. Joseph Sommer
date accessioned2017-05-08T23:48:44Z
date available2017-05-08T23:48:44Z
date copyrightJuly, 1995
date issued1995
identifier issn1048-9002
identifier otherJVACEK-28821#265_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/116215
description abstractStructural dynamic modification (SDM) of a fixed-free (cantilever) beam to convert it into a fixed-fixed beam with experimental modal data is presented. The SDM focuses on incorporating experimental rotational degrees-of-freedom (DOF) measured with a novel laser measurement technique. A cantilever beam is tested to develop the experimental modal database including rotational degrees of freedom. A modal database from a finite-element model also is developed for comparison. A structural dynamic modification, with both databases, is performed using a Bernoulli-Euler beam to ground the free end of the cantilever beam. The hardware is then modified and a second experimental modal analysis of the resulting fixed-fixed beam performed. A finite-element model of the fixed-fixed beam also was created. Comparison of results from these four tests are used to assess the effectiveness of SDM using experimental modal rotational data. The evaluation shows that provided high quality experimental rotational modal data can be acquired, SDM work with beam elements can be effective in yielding accurate results.
publisherThe American Society of Mechanical Engineers (ASME)
titleBeam Element Structural Dynamics Modification Using Experimental Modal Rotational Data
typeJournal Paper
journal volume117
journal issue3A
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2874446
journal fristpage265
journal lastpage271
identifier eissn1528-8927
keywordsStructural dynamics
keywordsDatabases
keywordsFinite element model
keywordsDegrees of freedom
keywordsCantilever beams
keywordsHardware
keywordsCantilevers AND Lasers
treeJournal of Vibration and Acoustics:;1995:;volume( 117 ):;issue: 3A
contenttypeFulltext


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