Nonlinear features identified by Volterra series for damage detection in a buckled beam


Autoria(s): Shiki, S. B.; Hansen, C.; Silva, S. da
Contribuinte(s)

Universidade Estadual Paulista (UNESP)

Data(s)

03/11/2015

03/11/2015

01/01/2014

Resumo

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

Processo FAPESP: 2012/09135-3

Processo FAPESP: 2012/04757-6

Processo FAPESP: 2013/09008-4

The present paper proposes a new index for damage detection based on nonlinear features extracted from prediction errors computed by multiple convolutions using the discrete-time Volterra series. A reference Volterra model is identified with data in the healthy condition and used for monitoring the system operating with linear or nonlinear behavior. When the system has some structural change, possibly associated with damage, the index metrics computed could give an alert to separate the linear and nonlinear contributions, besides provide a diagnostic about the structural state. To show the applicability of the method, an experimental test is performed using nonlinear vibration signals measured in a clamped buckled beam subject to different levels of force applied and with simulated damages through discontinuities inserted in the beam surface.

Formato

1-4

Identificador

http://www.matec-conferences.org/articles/matecconf/abs/2014/07/matecconf_csndd2014_02003/matecconf_csndd2014_02003.html

Csndd 2014 - International Conference On Structural Nonlinear Dynamics And Diagnosis. Cedex A: E D P Sciences, v. 16, p. 1-4, 2014.

2261-236X

http://hdl.handle.net/11449/130217

http://dx.doi.org/10.1051/matecconf/20141602003

WOS:000351934200011

WOS000351934200011.pdf

Idioma(s)

eng

Publicador

E D P Sciences

Relação

Csndd 2014 - International Conference On Structural Nonlinear Dynamics And Diagnosis

Direitos

openAccess

Tipo

info:eu-repo/semantics/conferencePaper