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 in | SIAM journal on applied mathematics Vol. 51; no. 5; pp. 1380 - 1396 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
Philadelphia, PA
Society for Industrial and Applied Mathematics
01.10.1991
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Subjects | |
Online Access | Get full text |
ISSN | 0036-1399 1095-712X |
DOI | 10.1137/0151069 |
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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. |
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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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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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Keywords | Transversal vibration Forced vibration Bifurcation Resonance Non linear effect Periodic solution Floquet method Spring mass system |
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References | R2 R3 R4 R5 R6 R9 Stroud A. H. (R14) 1966 R10 R11 R13 R16 R15 Jordan Dominic William (R8) 1977 R18 Holmes C. A. (R7) 1986 Sánchez David A. (R12) 1968 R17 R1 |
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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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