Dynamic Behaviors of an Elastically Restrained Beam Carrying a Moving Mass
Dynamic responses of a simply supported beam with a translational spring carrying a moving mass are studied. Governing equations of motion including all the inertia effects of a moving mass are derived by employing the Galerkin's mode summation method, and solved by using the Runge-Kutta integr...
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Published in | Journal of mechanical science and technology Vol. 20; no. 9; pp. 1382 - 1389 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Seoul
대한기계학회
01.09.2006
Korean Society of Mechanical Engineers Springer Nature B.V |
Subjects | |
Online Access | Get full text |
ISSN | 1738-494X 1976-3824 |
DOI | 10.1007/BF02915961 |
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Abstract | Dynamic responses of a simply supported beam with a translational spring carrying a moving mass are studied. Governing equations of motion including all the inertia effects of a moving mass are derived by employing the Galerkin's mode summation method, and solved by using the Runge-Kutta integral method. Numerical solutions for dynamic responses of a beam are obtained for various cases by changing parameters of the spring stiffness, the spring position, the mass ratio and the velocity ratio of a moving mass. Some experiments are conducted to verify the numerical results obtained. Experimental results for the dynamic responses of the test beam have a good agreement with numerical ones.[PUBLICATION ABSTRACT] |
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AbstractList | Dynamic responses of a simply supported beam with a translational spring carrying a moving mass are studied. Governing equations of motion including all the inertia effects of a moving mass are derived by employing the Galerkin's mode summation method, and solved by using the Runge-Kutta integral method. Numerical solutions for dynamic responses of a beam are obtained for various cases by changing parameters of the spring stiffness, the spring position, the mass ratio and the velocity ratio of a moving mass. Some experiments are conducted to verify the numerical results obtained. Experimental results for the dynamic responses of the test beam have a good agreement with numerical ones. Dynamic responses of a simply supported beam with a translational spring carrying a moving mass are studied. Governing equations of motion including all the inertia effects of a moving mass are derived by employing the Galerkin's mode summation method, and solved by using the Runge-Kutta integral method. Numerical solutions for dynamic responses of a beam are obtained for various cases by changing parameters of the spring stiffness, the spring position, the mass ratio and the velocity ratio of a moving mass. Some experiments are conducted to verify the numerical results obtained. Experimental results for the dynamic responses of the test beam have a good agreement with numerical ones.[PUBLICATION ABSTRACT] Dynamic responses of a simply supported beam with a translational spring carrying a moving mass are studied. Governing equations of motion including all the inertia effects of a moving mass are derived by employing the Galerkin's mode summation method, and solved by using the Runge-Kutta integral method. Numerical solutions for dynamic responses of a beam are obtained for various cases by changing parameters of the spring stiffness, the spring position, the mass ratio and the velocity ratio of a moving mass. Some experiments are conducted to verify the numerical results obtained. Experimental results for the dynamic responses of the test beam have a good agreement with numerical ones. KCI Citation Count: 0 |
Author | Young-Sik Yoon Bong-Jo Ryu Kyung-Bin Yim Jong-Won Lee |
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Cites_doi | 10.1006/jsvi.1997.1334 10.1006/jsvi.1996.0567 10.1115/1.4010050 10.1080/14786442208633953 10.1006/jsvi.2002.5141 10.1006/jsvi.1996.0127 10.1007/BF02570609 10.1006/jsvi.1996.0562 10.1007/978-94-011-9685-7 10.1006/jsvi.1995.0675 |
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Keywords | Runge-Kutta Integral Method Translational Spring Galerkin's Mode Summation Method Dynamic Responses Simply Supported Beam Dynamic response Vibration Equation of motion Simple support Experimental study Runge Kutta method Modeling Spring mass system Dynamic test Galerkin-Petrov method Added mass Moving load Inertia Galerkin method Moving body |
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References | S. P. Timoshenko (BF02915961_CR11) 1922; 6 E. Esmailzadeh (BF02915961_CR2) 1992; 2 D. Thambiratnam (BF02915961_CR10) 1996; 198 G. T. Michaltsos (BF02915961_CR8) 2002; 258 H. P. Lee (BF02915961_CR5) 1996; 198 E. C. Ting (BF02915961_CR12) 1974; 33 G. Michaltsos (BF02915961_CR7) 1996; 191 R. S. Ayre (BF02915961_CR1) 1950; 17 M. A. Foda (BF02915961_CR3) 1998; 210 L. Fryba (BF02915961_CR4) 1972 Y. H. Lin (BF02915961_CR6) 1997; 199 S. Sadiku (BF02915961_CR9) 1987; 57 |
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SubjectTerms | Beams (structural) Dynamic tests Dynamics Equations of motion Exact sciences and technology Fundamental areas of phenomenology (including applications) Galerkin methods Mathematical models Physics Runge-Kutta method Solid mechanics Springs Structural and continuum mechanics Studies Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) 기계공학 |
Title | Dynamic Behaviors of an Elastically Restrained Beam Carrying a Moving Mass |
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