Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation

The traditional theory of beam on elastic foundation implies a hypothesis that the elastic foundation is static with respect to the inertia reference frame, so it may not be applicable when the foundation is movable. A general model is presented for the free vibration of a Euler beam supported on a...

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Main Authors: Qiang Zhou, Tong Wang
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2019/2724768
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author Qiang Zhou
Tong Wang
author_facet Qiang Zhou
Tong Wang
author_sort Qiang Zhou
collection DOAJ
description The traditional theory of beam on elastic foundation implies a hypothesis that the elastic foundation is static with respect to the inertia reference frame, so it may not be applicable when the foundation is movable. A general model is presented for the free vibration of a Euler beam supported on a movable Winkler foundation and with ends elastically restrained by two vertical and two rotational springs. Frequency equations and corresponding mode shapes are analytically derived and numerically solved to study the effects of the movable Winkler foundation as well as elastic restraints on beam’s natural characteristics. Results indicate that if one of the beam ends is not vertically fixed, the effect of the foundation’s movability cannot be neglected and is mainly on the first two modes. As the foundation stiffness increases, the first wave number, sometimes together with the second one, firstly decreases to zero at the critical foundation stiffness and then increases after this point.
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publishDate 2019-01-01
publisher Wiley
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series Shock and Vibration
spelling doaj-art-ec415af9bb4e49058b0b532327978ba52025-02-03T01:32:05ZengWileyShock and Vibration1070-96221875-92032019-01-01201910.1155/2019/27247682724768Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler FoundationQiang Zhou0Tong Wang1Research Center for Wind Engineering, Southwest Jiaotong University, Chengdu, ChinaCollege of Civil Engineering, Shanghai Normal University, Shanghai, ChinaThe traditional theory of beam on elastic foundation implies a hypothesis that the elastic foundation is static with respect to the inertia reference frame, so it may not be applicable when the foundation is movable. A general model is presented for the free vibration of a Euler beam supported on a movable Winkler foundation and with ends elastically restrained by two vertical and two rotational springs. Frequency equations and corresponding mode shapes are analytically derived and numerically solved to study the effects of the movable Winkler foundation as well as elastic restraints on beam’s natural characteristics. Results indicate that if one of the beam ends is not vertically fixed, the effect of the foundation’s movability cannot be neglected and is mainly on the first two modes. As the foundation stiffness increases, the first wave number, sometimes together with the second one, firstly decreases to zero at the critical foundation stiffness and then increases after this point.http://dx.doi.org/10.1155/2019/2724768
spellingShingle Qiang Zhou
Tong Wang
Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation
Shock and Vibration
title Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation
title_full Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation
title_fullStr Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation
title_full_unstemmed Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation
title_short Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation
title_sort free vibrations of an elastically restrained euler beam resting on a movable winkler foundation
url http://dx.doi.org/10.1155/2019/2724768
work_keys_str_mv AT qiangzhou freevibrationsofanelasticallyrestrainedeulerbeamrestingonamovablewinklerfoundation
AT tongwang freevibrationsofanelasticallyrestrainedeulerbeamrestingonamovablewinklerfoundation