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contributor authorDaniel J. Segalman
date accessioned2017-05-09T00:22:56Z
date available2017-05-09T00:22:56Z
date copyrightJuly, 2007
date issued2007
identifier issn1555-1415
identifier otherJCNDDM-25622#249_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/135327
description abstractAn approach to development of reduced order models for systems with local nonlinearities is presented. The key of this approach is the augmentation of conventional basis functions with others having appropriate discontinuities at the locations of nonlinearity. A Galerkin solution using the above combination of basis functions appears to capture the dynamics of the system very efficiently—employing small basis sets. This method is particularly useful for problems of structural dynamics, but may have application in other fields as well. For problems involving small amplitude dynamics, when one employs as a basis the eigenmodes of a reference linear system plus the discontinuous (joint) modes, the resulting predictions, though still nonlinear, are approximated well as linear combinations of the eigenmodes. This is in good agreement with the experimental observation that jointed structures, though demonstrably nonlinear, manifest kinematics that are well described using eigenmodes of a corresponding system where the joints are replaced by linear springs.
publisherThe American Society of Mechanical Engineers (ASME)
titleModel Reduction of Systems With Localized Nonlinearities
typeJournal Paper
journal volume2
journal issue3
journal titleJournal of Computational and Nonlinear Dynamics
identifier doi10.1115/1.2727495
journal fristpage249
journal lastpage266
identifier eissn1555-1423
keywordsForce
keywordsStress
keywordsFunctions
keywordsLinear systems
keywordsStiffness
keywordsDegrees of freedom
keywordsApproximation
keywordsNonlinear systems
keywordsDisplacement
keywordsSprings
keywordsStructural dynamics AND Kinematics
treeJournal of Computational and Nonlinear Dynamics:;2007:;volume( 002 ):;issue: 003
contenttypeFulltext


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