Time domain analysis of the nonlinear transient response of simple structures to shock excitation
Time domain analysis of the nonlinear transient response of simple structures to shock excitation
The response of structures to blast wave excitation is a rather complex area of research within the field of structural dynamics. It involves numerous aspects of nonlinear behaviour including large deformation, multimodal response, material nonlinearities, etc. This paper is aimed at providing an insight into the physical nonlinear response process by analysing the dynamics of a single-degree-of-freedom (SDOF) mass-spring system in the time domain. Different types of non-linear restoring forces have been included to predict the system response when subjected to step and impulse excitation and free vibration. Numerically obtained data using adaptive Runge-Kutta time stepping algorithm is compared with analytically derived original expressions for simplified and special cases. The results and comparisons are also represented graphically in a non-dimensional form, and indicate the relative importance or otherwise of features of the input and the parameters of the simple dynamic system.
noise engineering, vibration engineering, ISMA
9073802822
2169-2182
Schaedlich, Mirko
40cc3d15-810e-4a32-a5ca-8a88d0366c68
Ferguson, Neil
8cb67e30-48e2-491c-9390-d444fa786ac8
2004
Schaedlich, Mirko
40cc3d15-810e-4a32-a5ca-8a88d0366c68
Ferguson, Neil
8cb67e30-48e2-491c-9390-d444fa786ac8
Schaedlich, Mirko and Ferguson, Neil
(2004)
Time domain analysis of the nonlinear transient response of simple structures to shock excitation.
In Proceedings of ISMA.
ISMA.
.
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Conference or Workshop Item
(Paper)
Abstract
The response of structures to blast wave excitation is a rather complex area of research within the field of structural dynamics. It involves numerous aspects of nonlinear behaviour including large deformation, multimodal response, material nonlinearities, etc. This paper is aimed at providing an insight into the physical nonlinear response process by analysing the dynamics of a single-degree-of-freedom (SDOF) mass-spring system in the time domain. Different types of non-linear restoring forces have been included to predict the system response when subjected to step and impulse excitation and free vibration. Numerically obtained data using adaptive Runge-Kutta time stepping algorithm is compared with analytically derived original expressions for simplified and special cases. The results and comparisons are also represented graphically in a non-dimensional form, and indicate the relative importance or otherwise of features of the input and the parameters of the simple dynamic system.
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Published date: 2004
Additional Information:
Poster session POS4A (ID 218)
Venue - Dates:
ISMA 2004, International Conference on Noise and Vibration Engineering, Leuven, Belgium, 2004-09-20 - 2004-09-22
Keywords:
noise engineering, vibration engineering, ISMA
Identifiers
Local EPrints ID: 28134
URI: http://eprints.soton.ac.uk/id/eprint/28134
ISBN: 9073802822
PURE UUID: b6ead517-d4af-4ba3-96a9-f7f5d49af0bf
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Date deposited: 02 May 2006
Last modified: 08 Mar 2024 02:32
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Author:
Mirko Schaedlich
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