Efficient Model Order Reduction of Structural Dynamic Systems with Local Nonlinearities under Periodic Motion
In many nonlinear structural systems, compared with the local regions with induced nonlinear effects, the main portions of the structures are linear. An exact condensation technique based on the harmonic balance method (HBM) in conjunction with the modal expansion technique is employed to convert th...
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2014/152145 |
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doaj-a3281b075e344685af4780cccd5425d12020-11-24T23:48:48ZengHindawi LimitedShock and Vibration1070-96221875-92032014-01-01201410.1155/2014/152145152145Efficient Model Order Reduction of Structural Dynamic Systems with Local Nonlinearities under Periodic MotionM. Mohammadali0H. Ahmadian1Center of Excellence in Experimental Solid Mechanics and Dynamics, School of Mechanical Engineering, Iran University of Science and Technology, Narmak, Tehran 16844, IranCenter of Excellence in Experimental Solid Mechanics and Dynamics, School of Mechanical Engineering, Iran University of Science and Technology, Narmak, Tehran 16844, IranIn many nonlinear structural systems, compared with the local regions with induced nonlinear effects, the main portions of the structures are linear. An exact condensation technique based on the harmonic balance method (HBM) in conjunction with the modal expansion technique is employed to convert the motion equations of such a system to a set of nonlinear algebraic equations that are considerably small and adequately accurate to determine periodic responses. To demonstrate the capability of the suggested method, few case studies consisting of discrete systems with weak and essential nonlinearities are studied, and the results are compared to other methodologies results.http://dx.doi.org/10.1155/2014/152145 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
M. Mohammadali H. Ahmadian |
spellingShingle |
M. Mohammadali H. Ahmadian Efficient Model Order Reduction of Structural Dynamic Systems with Local Nonlinearities under Periodic Motion Shock and Vibration |
author_facet |
M. Mohammadali H. Ahmadian |
author_sort |
M. Mohammadali |
title |
Efficient Model Order Reduction of Structural Dynamic Systems with Local Nonlinearities under Periodic Motion |
title_short |
Efficient Model Order Reduction of Structural Dynamic Systems with Local Nonlinearities under Periodic Motion |
title_full |
Efficient Model Order Reduction of Structural Dynamic Systems with Local Nonlinearities under Periodic Motion |
title_fullStr |
Efficient Model Order Reduction of Structural Dynamic Systems with Local Nonlinearities under Periodic Motion |
title_full_unstemmed |
Efficient Model Order Reduction of Structural Dynamic Systems with Local Nonlinearities under Periodic Motion |
title_sort |
efficient model order reduction of structural dynamic systems with local nonlinearities under periodic motion |
publisher |
Hindawi Limited |
series |
Shock and Vibration |
issn |
1070-9622 1875-9203 |
publishDate |
2014-01-01 |
description |
In many nonlinear structural systems, compared with the local regions with induced nonlinear effects, the main portions of the structures are linear. An exact condensation technique based on the harmonic balance method (HBM) in conjunction with the modal expansion technique is employed to convert the motion equations of such a system to a set of nonlinear algebraic equations that are considerably small and adequately accurate to determine periodic responses. To demonstrate the capability of the suggested method, few case studies consisting of discrete systems with weak and essential nonlinearities are studied, and the results are compared to other methodologies results. |
url |
http://dx.doi.org/10.1155/2014/152145 |
work_keys_str_mv |
AT mmohammadali efficientmodelorderreductionofstructuraldynamicsystemswithlocalnonlinearitiesunderperiodicmotion AT hahmadian efficientmodelorderreductionofstructuraldynamicsystemswithlocalnonlinearitiesunderperiodicmotion |
_version_ |
1725484443722842112 |