Modifikasi Perilaku Dinamik Struktur dengan Massa Terkonsentrasi

Authors

  • Ramses Yohannes Hutahaean Universitas Sains dan Teknologi Jayaapura

DOI:

https://doi.org/10.21776/ub.jrm.2020.011.02.7

Keywords:

Mass Modification, Natural Frequency, Receptance, Sherman-Morrison Formula

Abstract

One of the vibration problems that occurs at mining industries is when they increase production capacity as happen in the PT.Freeport Indonesia, and then we need to install a new machine with new rotary speed,  so that it will increase the speed of rotary machine on the conveyor, if the speed of rotary machine close to the one of natural frequencies of the machine structure, this will cause resonance in the structure , so its is necessary to modify the dynamic behaviour of the structure to shift a certain number of these natural frequencies. In this study, shifting a certain number of natural frequencies of a dynamic system to desired values with the concentrated mass modifications is considered. The method to shifting a certain natural frequencies is based on the Sherman-Morrison formula and uses the receptances that are related to the modification coordinates of the original system. The method yields a set of nonlinear equations which equal the number of shifting frequencies, then the necessary masses are estimated by solving these equations numerically. The efficiency of the method is shown by various example. Its shown the method is very effective and can be used for real applications.

Author Biography

Ramses Yohannes Hutahaean, Universitas Sains dan Teknologi Jayaapura

Rank 6 of afiliation

References

AVITABILE, P., “ Modal Testing : A Practitioner’s Guideâ€. John Willey and Sons, 2017.

BUCHER I., BRAUN S., “The structural modification inverse problem: an exact solutionâ€. Mechanical System and Signal Processing, Vol. 7, Issue 3, 1993, p. 217-238.

CAKAR, ORHAN., “A Method for Shifting Natural Frequencies of a Dynamic System to Desired Val-ues With Concentrated Mass Modifications “, Journal of Vibroengineering, Vol 20, page 1-12, 2017.

ÇAKAR O. “Mass and stiffness modifications without changing any specified natural frequency of a Structureâ€. Journal of Vibration and Control, Vol. 17, Issue 5, 2011, p. 769-776.

CHOPRA, ANIL K. “ Dynamics of Structures “, 5th Edition. Pearson, 2016.

DOYLE, F JAMES.†Nonlinier Structural Dynamics Using FE Methods “. Cambridge, 2015.

HUTAHAEAN, RAMSES Y., “Metode Elemen Hingga, Edisi 2â€. Yogyakarta. Teknosain. 2018.

HUTAHAEAN, RAMSES Y, “Pemrograman Matlab Untuk Mahasiswa “Penerbit ANDI, Yogyakarta, 2018.

JAIN ASHOK K.†Dynamics of Structures with Matlab Applications “Pearson Education Dorling Kindersley, 2016.

LIU Z., LI W., OUYANG H., WANG D. “Eigenstructure assignment in vibrating systems based onreceptancesâ€. Archive of Applied Mechanics, Vol. 85, 2015, p. 713-724.

LOGAN, DARYL L.†A First Course in the Finite Element Method “, 5th Edition, Global Engineering, 2012.

MCMILLAN J., KEANE A. J. “Shifting resonances from a frequency band by applying concentrate masses to a thin rectangular plateâ€. Journal of Sound and Vibration, Vol. 192, Issue 2, 1996, p. 549-562.

NAGHAVI RIABI. A.R, SHOOSHTARI, “A numerical method to material and geometric nonlinear analysis of cable structuresâ€, Mechanics Based Design of Structures and Machine 43(4):407-23, 2015.

PAULTRE, PATRICK.†Dynamics of Structures “. John Willey and Sons, 2010.

PAPPALARDO, V.M, WALLIN, M, SHABANA, A.A. “A new ANC/CRBF fully parameterized plate finite elementâ€. Journal of Computational and Nonlinear Dynamics 12(3):031008-3, 2012.

OUYANG H., RICHIEDEI D., TREVISANI A., ZANARDO G. “Eigenstructure assignment in undamped vibrating systems: a convex-constrained modification method based on receptancesâ€. Mechanical System and Signal Processing, Vol. 27, Issue 2, 2012, p. 397-409.

OUYANG H., RICHIEDEI D., TREVISANI A., ZANARDO G. “Discrete mass and stiffness modifications for the inverse eigenstructure assignment in vibrating systems: Theory and experimental validationâ€. International Journal of Mechanical Sciences, Vol. 64, 2012, p. 211-220.

OUYANG H., ZHANG J. “Passive modifications for partial assignment of natural frequencies of mass spring systemsâ€. Mechanical System and Signal Processing, Vol. 50, Issue 51, 2015, p. 214-226.

PARK Y. H., PARK Y. S. “Structural modification based on measured frequency response functions: anexact eigenproperties reallocationâ€. Journal of Sound and Vibration, Vol. 237, Issue 3, 2000,pp. 411-426.

SINGIRESU RAO.S.†Mechanical Vibrationsâ€. 5th Edition, Prentice Hall, 2011.

SHERMAN J., MORRISON W. J. “Adjustment of an inverse matrix corresponding to a change in one element of a given matrixâ€. Annals of Mathematical Statistics, Vol. 21, Issue 1, 1950, p. 124-127.

SHOJAEE, S., ROSTAMI, S., ABASSI, A. “An unconditionally stable implicit time integration algorithm: modified quartic B-spline. Computers and Structure, 2015.

TSUEI Y. G., YEE E. K. L. A method for modifying dynamic properties of undamped mechanical systems. ASME Journal of Dynamic Systems, Measurement and Control, Vol. 111, 1989, p. 403-408.

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Published

2020-08-15

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