The computational costs associated to the analysis of a stochastic response of a linear system can become unacceptable high, when using a full modal representation. Here, a new approach is proposed by invoking a pseudo equivalent deterministic excitation (PEDE). This is based on the given spectral load representation of which each column is used in a deterministic approach. The method allows a good representation without using the load eigenvalues and eigenvectors; these are used in the pseudo excitation method, (PEM), which can be considered as an exact representation being based on the modal decomposition of the spectral excitation. The two approaches are compared with a full stochastic response for two simple systems: a chain of five oscillators (mass and stiffness) and a plate. Both the system are considered excited by a spectral load representing the classical form due to Corcos for the wall pressure distribution due to a turbulent boundary layer. A dimensionless representation of the frequency axis is also used; on this scale, the results demonstrated that in the first frequency ranges the PEDE is a very useful approximation.

FULL STOCHASTIC RESPONSE, PSEUDO EXCITATION METHOD AND PSEUDO EQUIVALENT DETERMINISTIC EXCITATION: TWO SIMPLE SYSTEMS

Elena Ciappi
2012

Abstract

The computational costs associated to the analysis of a stochastic response of a linear system can become unacceptable high, when using a full modal representation. Here, a new approach is proposed by invoking a pseudo equivalent deterministic excitation (PEDE). This is based on the given spectral load representation of which each column is used in a deterministic approach. The method allows a good representation without using the load eigenvalues and eigenvectors; these are used in the pseudo excitation method, (PEM), which can be considered as an exact representation being based on the modal decomposition of the spectral excitation. The two approaches are compared with a full stochastic response for two simple systems: a chain of five oscillators (mass and stiffness) and a plate. Both the system are considered excited by a spectral load representing the classical form due to Corcos for the wall pressure distribution due to a turbulent boundary layer. A dimensionless representation of the frequency axis is also used; on this scale, the results demonstrated that in the first frequency ranges the PEDE is a very useful approximation.
2012
Istituto di iNgegneria del Mare - INM (ex INSEAN)
9788890648403
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/229447
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