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Ahlin, Kjell
Publications (5 of 5) Show all publications
Josefsson, A., Ahlin, K. & Broman, G. (2012). Bias errors due to leakage effects when estimating frequency response functions. Shock and Vibration, 19(6), 1257-1266
Open this publication in new window or tab >>Bias errors due to leakage effects when estimating frequency response functions
2012 (English)In: Shock and Vibration, ISSN 1070-9622, E-ISSN 1875-9203, Vol. 19, no 6, p. 1257-1266Article in journal (Refereed) Published
Abstract [en]

Frequency response functions are often utilized to characterize a system's dynamic response. For a wide range of engineering applications, it is desirable to determine frequency response functions for a system under stochastic excitation. In practice, the measurement data is contaminated by noise and some form of averaging is needed in order to obtain a consistent estimator. With Welch's method, the discrete Fourier transform is used and the data is segmented into smaller blocks so that averaging can be performed when estimating the spectrum. However, this segmentation introduces leakage effects. As a result, the estimated frequency response function suffers from both systematic (bias) and random errors due to leakage. In this paper the bias error in the H_1 and H_2-estimate is studied and a new method is proposed to derive an approximate expression for the relative bias error at the resonance frequency with different window functions. The method is based on using a sum of real exponentials to describe the window's deterministic autocorrelation function. Simple expressions are derived for a rectangular window and a Hanning window. The theoretical expressions are verified with numerical simulations and a very good agreement is found between the results from the proposed bias expressions and the empirical results.

Place, publisher, year, edition, pages
IOS Press, 2012
Keywords
Frequency response functions, bias error, leakage effects, Welch's method
National Category
Signal Processing Applied Mechanics
Identifiers
urn:nbn:se:bth-6939 (URN)10.3233/SAV-2012-0668 (DOI)000312153500008 ()oai:bth.se:forskinfo1F7DBAB903C0C929C12579C9004526D5 (Local ID)oai:bth.se:forskinfo1F7DBAB903C0C929C12579C9004526D5 (Archive number)oai:bth.se:forskinfo1F7DBAB903C0C929C12579C9004526D5 (OAI)
External cooperation:
Available from: 2013-07-01 Created: 2012-03-22 Last updated: 2017-12-04Bibliographically approved
Magnevall, M., Lundblad, M., Ahlin, K. & Broman, G. (2012). High Frequency Measurements of Cutting Forces in Milling by Inverse Filtering. Machining science and technology, 16(4), 487-500
Open this publication in new window or tab >>High Frequency Measurements of Cutting Forces in Milling by Inverse Filtering
2012 (English)In: Machining science and technology, ISSN 1091-0344, E-ISSN 1532-2483, Vol. 16, no 4, p. 487-500Article in journal (Refereed) Published
Abstract [en]

Accurate estimates of cutting forces are important in the evaluation of different cutting tool geometries and concepts. However, dynamic influences from the measurement system affect the result, which can make the obtained cutting force data erroneous and misleading. This article presents a method to obtain an inverse filter which compensates for the dynamic influences of the measurement system. Using this approach, unwanted dynamic effects of the measurement system can be counteracted, making it possible to retain information related to the cutting forces contained in the high frequency region. The advantage of the proposed method is illustrated by comparing simulated, inverse- and low-pass filtered forces to unfiltered forces under different cutting conditions. The results show that inverse filtering increases the usable frequency range of the force dynamometer and thereby provide more reliable results compared to both low-pass and unfiltered forces.

Place, publisher, year, edition, pages
Taylor & Francis, 2012
Keywords
cutting force, deconvolution, dynamometer, inverse filter
National Category
Applied Mechanics
Identifiers
urn:nbn:se:bth-6947 (URN)10.1080/10910344.2012.698970 (DOI)000311938600001 ()oai:bth.se:forskinfo51C0FB8631E9DA26C1257B9B0027DFD7 (Local ID)oai:bth.se:forskinfo51C0FB8631E9DA26C1257B9B0027DFD7 (Archive number)oai:bth.se:forskinfo51C0FB8631E9DA26C1257B9B0027DFD7 (OAI)
Available from: 2013-07-01 Created: 2013-07-01 Last updated: 2017-12-04Bibliographically approved
Magnevall, M., Josefsson, A., Ahlin, K. & Broman, G. (2012). Nonlinear structural identification by the "reverse Path" spectral method. Journal of Sound and Vibration, 331(4), 938-946
Open this publication in new window or tab >>Nonlinear structural identification by the "reverse Path" spectral method
2012 (English)In: Journal of Sound and Vibration, ISSN 0022-460X, E-ISSN 1095-8568, Vol. 331, no 4, p. 938-946Article in journal (Refereed) Published
Abstract [en]

When dealing with nonlinear dynamical systems, it is important to have efficient, accurate and reliable tools for estimating both the linear and nonlinear system parameters from measured data. An approach for nonlinear system identification widely studied in recent years is "Reverse Path". This method is based on broad-band excitation and treats the nonlinear terms as feedback forces acting on an underlying linear system. Parameter estimation is performed in the frequency domain using conventional multiple-input-multiple- output or multiple-input-single-output techniques. This paper presents a generalized approach to apply the method of "Reverse Path" on continuous mechanical systems with multiple nonlinearities. The method requires few spectral calculations and is therefore suitable for use in iterative processes to locate and estimate structural nonlinearities. The proposed method is demonstrated in both simulations and experiments on continuous nonlinear mechanical structures. The results show that the method is effective on both simulated as well as experimental data.

Place, publisher, year, edition, pages
Elsevier, 2012
Keywords
Dynamical systems Estimation, Frequency estimation
National Category
Applied Mechanics
Identifiers
urn:nbn:se:bth-7187 (URN)10.1016/j.jsv.2011.10.029 (DOI)000302038500014 ()oai:bth.se:forskinfo3DDC56A0A0ABB8B3C125797400494C03 (Local ID)oai:bth.se:forskinfo3DDC56A0A0ABB8B3C125797400494C03 (Archive number)oai:bth.se:forskinfo3DDC56A0A0ABB8B3C125797400494C03 (OAI)
External cooperation:
Available from: 2012-11-27 Created: 2011-12-28 Last updated: 2017-12-04Bibliographically approved
Josefsson, A., Magnevall, M., Ahlin, K. & Broman, G. (2012). Spatial location identification of structural nonlinearities from random data. Mechanical systems and signal processing, 27(1), 410-418
Open this publication in new window or tab >>Spatial location identification of structural nonlinearities from random data
2012 (English)In: Mechanical systems and signal processing, ISSN 0888-3270, E-ISSN 1096-1216, Vol. 27, no 1, p. 410-418Article in journal (Refereed) Published
Abstract [en]

With growing demands on product performance and growing complexity of engineering structures, efficient tools for analyzing their dynamic behavior are essential. Linear techniques are well developed and often utilized. However, sometimes the errors due to linearization are too large to be acceptable, making it necessary to take nonlinear effects into account. In many practical applications it is common and reasonable to assume that the nonlinearities are highly local and thus only affect a limited set of spatial coordinates. The purpose of this paper is to present an approach to finding the spatial location of nonlinearities from measurement data, as this may not always be known beforehand. This information can be used to separate the underlying linear system from the nonlinear parts and create mathematical models for efficient parameter estimation and simulation. The presented approach builds on the reverse-path methodology and utilizes the coherence functions to determine the location of nonlinear elements. A systematic search with Multiple Input/Single Output models is conducted in order to find the nonlinear functions that best describe the nonlinear restoring forces. The obtained results indicate that the presented approach works well for identifying the location of local nonlinearities in structures. It is verified by simulation data from a cantilever beam model with two local nonlinearities and experimental data from a T-beam experimental set-up with a single local nonlinearity. A possible drawback is that a relatively large amount of data is needed. Advantages of the approach are that it only needs a single excitation point that response data at varying force amplitudes is not needed and that no prior information about the underlying linear system is needed.

Place, publisher, year, edition, pages
Elsevier, 2012
Keywords
Location identification, Reverse-path, Structural nonlinearities, System identification
National Category
Applied Mechanics
Identifiers
urn:nbn:se:bth-7174 (URN)10.1016/j.ymssp.2011.07.020 (DOI)000298865300007 ()oai:bth.se:forskinfo00E2D22196964957C125797900367D30 (Local ID)oai:bth.se:forskinfo00E2D22196964957C125797900367D30 (Archive number)oai:bth.se:forskinfo00E2D22196964957C125797900367D30 (OAI)
External cooperation:
Available from: 2012-11-27 Created: 2012-01-02 Last updated: 2017-12-04Bibliographically approved
Leon, A., Ahlin, K. & Kao-Walter, S. (2009). On Determining Instability Conditions for Stay Cables Subjected to Parametric Resonance. In: : . Paper presented at The International Conference on Experimental Vibration Analysis for Civil Engineering Structures, EVACES'09, Wroclaw,Poland.. Wroclaw, Poland
Open this publication in new window or tab >>On Determining Instability Conditions for Stay Cables Subjected to Parametric Resonance
2009 (English)Conference paper, Published paper (Other academic)
Abstract [en]

Parametric Resonance Vibration in cables of cable-stayed bridges is mainly studied when the excitation frequency is close to or twice the cable natural frequency. It is, however, important to consider other cases for this frequency relationship, since among other factors, cable-parametric resonance vibrations are strongly depending on the displacement amplitude at the cable supports. Consequently, the present research work is focused on determining, by experimental and numerical analysis, the instability conditions for stay cables subjected to parametric resonance within a wide range of frequency ratios. This is accomplished, by finding the minimum displacement required at the cable supports in order to induce non-linear vibration of considerable amplitude at the cable. Once the cable characteristics (geometry, material properties, inherent damping and initial tensile preload) are known, the instability conditions are identified and expressed in a simplified and practical way in a diagram. Numerical results are compared to those obtained by experimental analysis carried out on a simplified scaled model (1:200) of the Öresund Bridge. A good agreement between numerical and experimental results is found.

Place, publisher, year, edition, pages
Wroclaw, Poland: , 2009
Keywords
Cables, Instability Conditions, Parametric Resonance, Cable-Stayed Bridges
National Category
Applied Mechanics
Identifiers
urn:nbn:se:bth-7726 (URN)oai:bth.se:forskinfo726D4890CAF27074C125779C005BCA57 (Local ID)978-83-7125-184-9 (ISBN)oai:bth.se:forskinfo726D4890CAF27074C125779C005BCA57 (Archive number)oai:bth.se:forskinfo726D4890CAF27074C125779C005BCA57 (OAI)
Conference
The International Conference on Experimental Vibration Analysis for Civil Engineering Structures, EVACES'09, Wroclaw,Poland.
Note

Proceedings of the International Conference on Experimental Vibration Analysis for Civil Engineering Structures, EVACES'09, Wroclaw, Poland. 2009.

Available from: 2012-09-18 Created: 2010-09-12 Last updated: 2017-03-14Bibliographically approved
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