Forced Transverse Oscillations in a Simple Spring-Mass System

An efficient numerical method is developed to solve for the periodic motion of a simple, forced mechanical oscillator. The physical system consists of a mass executing transverse oscillations on the mid-line between two opposing parallel walls, and subject both to a periodic force as well as restrai...

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Published inSIAM journal on applied mathematics Vol. 51; no. 5; pp. 1380 - 1396
Main Author Forbes, Lawrence K.
Format Journal Article
LanguageEnglish
Published Philadelphia, PA Society for Industrial and Applied Mathematics 01.10.1991
Subjects
Online AccessGet full text
ISSN0036-1399
1095-712X
DOI10.1137/0151069

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Abstract An efficient numerical method is developed to solve for the periodic motion of a simple, forced mechanical oscillator. The physical system consists of a mass executing transverse oscillations on the mid-line between two opposing parallel walls, and subject both to a periodic force as well as restraining forces due to Hookean springs attached to the walls. The governing second-order differential equation is therefore nonlinear and nonautonomous. The numerical solutions computed display a wide range of nonlinear behavior, including resonances, folds, and symmetry-breaking bifurcations. Solution profiles and phase-plane orbits of high accuracy are presented, and their stability to infinitesimal perturbations is determined automatically by the solution technique, using a numerical implementation of Floquet theory.
AbstractList An efficient numerical method is developed to solve for the periodic motion of a simple, forced mechanical oscillator. The physical system consists of a mass executing transverse oscillations on the mid-line between two opposing parallel walls, and subject both to a periodic forceas well as restraining forces due to Hookean springs attached to the walls. The governing second-order differential equation is therefore nonlinear and nonautonomous. The numerical solutions computed display a wide range of nonlinear behaviour, including resonances, folds, and symmetry-breaking bifurcations. Solution profiles and phase-plane orbits of high accuracy are presented, and their stability to infinitesimal perturbations is determined automatically by the solution technique, using a numerical implementation of Floquet theory.
An efficient numerical method is developed to solve for the periodic motion of a simple, forced mechanical oscillator. The physical system consists of a mass executing transverse oscillations on the mid-line between two opposing parallel walls, and subject both to a periodic force as well as restraining forces due to Hookean springs attached to the walls. The governing second-order differential equation is therefore nonlinear and nonautonomous. The numerical solutions computed display a wide range of nonlinear behavior, including resonances, folds, and symmetry-breaking bifurcations. Solution profiles and phase-plane orbits of high accuracy are presented, and their stability to infinitesimal perturbations is determined automatically by the solution technique, using a numerical implementation of Floquet theory.
An efficient numerical method is developed to solve for the periodic motion of a simple, forced mechanical oscillator. The physical system consists of a mass executing transverse oscillations on the mid-line between two opposing parallel walls, and subject both to a periodic force as well as restraining forces due to Hookean springs attached to the walls. The governing second-order differential equation is therefore nonlinear and nonautonomous. The numerical solutions computed display a wide range of nonlinear behavior, including resonances, folds, and symmetry-breaking bifurcations. Solution profiles and phase-plane orbits of high accuracy are presented, and their stability to infinitesimal perturbations is determined automatically by the solution technique, using a numerical implementation of Floquet theory. (Author)
Author Forbes, Lawrence K.
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crossref_primary_10_1155_2009_575047
crossref_primary_10_1016_0895_7177_96_00140_9
crossref_primary_10_1080_02681119408806181
crossref_primary_10_1007_s10659_021_09852_6
Cites_doi 10.1016/0898-1221(87)90045-9
10.1137/0149058
10.1007/BF00284614
10.1137/0149041
10.1007/BF00129873
10.1016/B978-0-444-87302-6.50020-X
10.1299/jsme1958.29.3075
10.1017/S0334270000005609
10.1299/jsme1958.29.894
10.1017/S0022112088000813
10.1119/1.12859
10.1007/978-1-4612-1056-6
10.1016/S0022-460X(86)80141-9
10.1016/S0022-460X(88)80115-9
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Issue 5
Keywords Transversal vibration
Forced vibration
Bifurcation
Resonance
Non linear effect
Periodic solution
Floquet method
Spring mass system
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Sánchez David A. (R12) 1968
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Snippet An efficient numerical method is developed to solve for the periodic motion of a simple, forced mechanical oscillator. The physical system consists of a mass...
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SubjectTerms Accuracy
Algorithms
Amplitude
Differential equations
Duffing equation
Eigenvalues
Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Newtons method
Numerical analysis
Oscillators
Physics
Resonance
Solid mechanics
Spring constant
Spring mass systems
Structural and continuum mechanics
Symmetry
Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...)
Title Forced Transverse Oscillations in a Simple Spring-Mass System
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