2012
DOI: 10.1016/j.ijmecsci.2012.06.006
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Vibration based damage detection in composite beams under temperature variations using Poincaré maps

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Cited by 62 publications
(35 citation statements)
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“…In this way, if we know from the experimental measurements the natural frequencies and modes of vibrations ω n and w n , following a simple numerical procedure we obtain time series describing the forced response of the beam subjected to artificially applied harmonic loading p(x,t)=p 0 sin(ω e t), where p 0 is the amplitude of the artificial excitation and ω e is the excitation frequency (see, for example [3]). In order to check these formulas for DD and to check the applicability of a few of the popular and easy modal methods for damage detections, numerical and experimental testing were performed.…”
Section: Obtaining the Time Series From The Modal Datamentioning
confidence: 99%
See 1 more Smart Citation
“…In this way, if we know from the experimental measurements the natural frequencies and modes of vibrations ω n and w n , following a simple numerical procedure we obtain time series describing the forced response of the beam subjected to artificially applied harmonic loading p(x,t)=p 0 sin(ω e t), where p 0 is the amplitude of the artificial excitation and ω e is the excitation frequency (see, for example [3]). In order to check these formulas for DD and to check the applicability of a few of the popular and easy modal methods for damage detections, numerical and experimental testing were performed.…”
Section: Obtaining the Time Series From The Modal Datamentioning
confidence: 99%
“…It was shown by many authors that significant damage may cause very small changes in natural frequencies, particularly for larger structures, and these changes may go undetected due to measurement or processing errors. [1][2][3]. The natural frequencies are global parameters of the systems and often they are weakly affected by local faults Developing of the experimental techniquescontactless method with sensors or specially Scanning Laser Doppler Vibrometers (SLDV) makes possible to measure the modal displacements in large numbers of nodes.…”
Section: Introductionmentioning
confidence: 99%
“…The mathematical model of the Timoshenko beam presented in Fig. 1 has been derived in papers [13,16]. The dimensionless equations of motion have the form:…”
Section: A Model Of a Timoshenko Beam Under Thermo-mechanical Loadingsmentioning
confidence: 99%
“…This approach is widely used to model the thermoelastic behaviour of structures. The geometrically nonlinear vibrations of structures at the elevated temperature are studied by many authors as [14][15][16], etc. In [17] and [18] thermomechanical, geometrically nonlinear vibrations of plates and beams, correspondingly, are studied.…”
Section: Introductionmentioning
confidence: 99%
“…In some cases in order to simplify the model, it is assumed that the structure gets the elevated temperature. This approach has been used to model geometrically nonlinear vibrations of structures [24][25][26].…”
mentioning
confidence: 99%