Transverse Vibration of Clamped-Pinned-Free Beam with Mass at Free End

Engineering systems undergoing extreme and harsh environments can often times experience rapid damaging effects. In order to minimize loss of economic investment and human lives, structural health monitoring (SHM) of these high-rate systems is being researched. An experimental testbed has been devel...

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Main Authors: Jonathan Hong, Jacob Dodson, Simon Laflamme, Austin Downey
Format: Article
Language:English
Published: MDPI AG 2019-07-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/9/15/2996
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author Jonathan Hong
Jacob Dodson
Simon Laflamme
Austin Downey
author_facet Jonathan Hong
Jacob Dodson
Simon Laflamme
Austin Downey
author_sort Jonathan Hong
collection DOAJ
description Engineering systems undergoing extreme and harsh environments can often times experience rapid damaging effects. In order to minimize loss of economic investment and human lives, structural health monitoring (SHM) of these high-rate systems is being researched. An experimental testbed has been developed to validate SHM methods in a controllable and repeatable laboratory environment. This study applies the Euler-Bernoulli beam theory to this testbed to develop analytical solutions of the system. The transverse vibration of a clamped-pinned-free beam with a point mass at the free end is discussed in detail. Results are derived for varying pin locations and mass values. Eigenvalue plots of the first five modes are presented along with their respective mode shapes. The theoretical calculations are experimentally validated and discussed.
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spelling doaj.art-300bca9eb14043649ca4ba4fc9487f562022-12-22T01:41:18ZengMDPI AGApplied Sciences2076-34172019-07-01915299610.3390/app9152996app9152996Transverse Vibration of Clamped-Pinned-Free Beam with Mass at Free EndJonathan Hong0Jacob Dodson1Simon Laflamme2Austin Downey3Applied Research Associates, Emerald Coast Division, Niceville, FL 32578, USAAir Force Research Laboratory, Munitions Directorate, Eglin AFB, FL 32542, USADepartment of Civil, Construction, and Environmental Engineering, Iowa State University, Ames, IA 50011, USADepartment of Mechanical Engineering, University of South Carolina, Columbia, SC 29201, USAEngineering systems undergoing extreme and harsh environments can often times experience rapid damaging effects. In order to minimize loss of economic investment and human lives, structural health monitoring (SHM) of these high-rate systems is being researched. An experimental testbed has been developed to validate SHM methods in a controllable and repeatable laboratory environment. This study applies the Euler-Bernoulli beam theory to this testbed to develop analytical solutions of the system. The transverse vibration of a clamped-pinned-free beam with a point mass at the free end is discussed in detail. Results are derived for varying pin locations and mass values. Eigenvalue plots of the first five modes are presented along with their respective mode shapes. The theoretical calculations are experimentally validated and discussed.https://www.mdpi.com/2076-3417/9/15/2996beamvibrationstructural health monitoringhigh-rate dynamics
spellingShingle Jonathan Hong
Jacob Dodson
Simon Laflamme
Austin Downey
Transverse Vibration of Clamped-Pinned-Free Beam with Mass at Free End
Applied Sciences
beam
vibration
structural health monitoring
high-rate dynamics
title Transverse Vibration of Clamped-Pinned-Free Beam with Mass at Free End
title_full Transverse Vibration of Clamped-Pinned-Free Beam with Mass at Free End
title_fullStr Transverse Vibration of Clamped-Pinned-Free Beam with Mass at Free End
title_full_unstemmed Transverse Vibration of Clamped-Pinned-Free Beam with Mass at Free End
title_short Transverse Vibration of Clamped-Pinned-Free Beam with Mass at Free End
title_sort transverse vibration of clamped pinned free beam with mass at free end
topic beam
vibration
structural health monitoring
high-rate dynamics
url https://www.mdpi.com/2076-3417/9/15/2996
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AT simonlaflamme transversevibrationofclampedpinnedfreebeamwithmassatfreeend
AT austindowney transversevibrationofclampedpinnedfreebeamwithmassatfreeend