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3-D Analytical Treatment of Base Isolation for Mechanical Testing Systems

Year 2018, Volume: 5 Issue: 1, 1 - 15, 26.03.2018

Abstract

A mathematical model for dynamic
analysis of vibration isolation systems is presented. The model is based on
small deformation mechanics of 3-D rigid body with 6-DOF and supported by
flexible structural members. The mass, static stiffness and damping matrices
for the system are derived. Eigen-analysis using the presented model and
solution method are applied to a real spacecraft vibration test system with
base isolation. A finite element model of the system is also developed. The
results of the proposed math model, FE model and test results of a real
vibration testing system are compared. The math model solution results agree
well with the FEM model and actual test results. The model can be used in the
design of the engineering structures with base isolation such as vibration and
acoustic test systems, large static and dynamic testing systems, buildings etc.

References

  • [1] Abaqus FEA software, Computer software https://www.3ds.com/products-services/simulia/products/abaqus/ 2017. [2] J. Angeles, “On the Nature of the Cartesian Stiffness Matrix,” Ingeniería mecánica, tecnología y desarrollo, vol. 3, no. 5, pp. 163–170, 2010. [3] J. Angeles, Fundamentals of Robotic Mechanical Systems: Theory, Methods, and Algorithms, 3rd ed. Springer International Publishing, 2013. [4] B. Bachman, Vibration Problems in Structures; Practical Guidelines. Birkhauser Verlag Basel Boston Berlin, 1997. [5] M/L Technical Bulletins, “Elastomer or Spring Isolators: Which Type to Use and When.” retrieved http://www.vibrodynamics.com/usa/bulletin.html 2017. [6] J. Harry Himelblau and R. Sheldon, Vibration of a Resiliently Supported Rigid Body, 6th ed. McGraw-Hill, 2010, pp. 1–56. [7] R. A. Ibrahim, “Recent advances in nonlinear passive vibration isolators,” Journal of sound and vibration, vol. 314, no. 3, pp. 371–452, 2008. [8] W. D. Iwan, “The earthquake design and analysis of equipment isolation systems,” Earthquake Engineering & Structural Dynamics, vol. 6, no. 6, pp. 523–534, 1978. [9] E. S. Leonard, “Generalized Matrix Method for the Design and Analysis of Vibration-Isolation Systems,” The Journal of the Acoustical Society of America, vol. 40, pp. 195–204, 1966. [10] P. Madsen, “A Mathematical Approach to the Forced Vibrations of the Suspended Compressor Block,” in International Compressor Engineering Conference, 1972, no. Paper 52, pp. 326–329. [11] S. R. Singiresu, Mechanical Vibrations, 5th ed. Prentice Hall, 2011. [12] M. Stephen, “Analytical Modelling of Single and Two-Stage Vibration Isolation Systems,” in Proceedings of the Annual Conference of the Australian Acoustical Society Acoustics 2011: Breaking New Ground, 2011, p. 116. [13] Cfm-Schiller website, “Steel Spring Isolators - Type SSI.” http://www.cfm-schiller.de/index.php?zeige_rubrik=15&dbase=produktdetails, 2017. [14] J. Z. Yongjun Jin and X. Guan, “Theroretical Calculation and Experimental Analysis of the Rigid Body Modes of Powertrain Mounting System,” WSEAS Transactions on Applied and Theoretical Mechanics, vol. 8, no. 3, pp. 193–201, Jul. 2013.
Year 2018, Volume: 5 Issue: 1, 1 - 15, 26.03.2018

Abstract

References

  • [1] Abaqus FEA software, Computer software https://www.3ds.com/products-services/simulia/products/abaqus/ 2017. [2] J. Angeles, “On the Nature of the Cartesian Stiffness Matrix,” Ingeniería mecánica, tecnología y desarrollo, vol. 3, no. 5, pp. 163–170, 2010. [3] J. Angeles, Fundamentals of Robotic Mechanical Systems: Theory, Methods, and Algorithms, 3rd ed. Springer International Publishing, 2013. [4] B. Bachman, Vibration Problems in Structures; Practical Guidelines. Birkhauser Verlag Basel Boston Berlin, 1997. [5] M/L Technical Bulletins, “Elastomer or Spring Isolators: Which Type to Use and When.” retrieved http://www.vibrodynamics.com/usa/bulletin.html 2017. [6] J. Harry Himelblau and R. Sheldon, Vibration of a Resiliently Supported Rigid Body, 6th ed. McGraw-Hill, 2010, pp. 1–56. [7] R. A. Ibrahim, “Recent advances in nonlinear passive vibration isolators,” Journal of sound and vibration, vol. 314, no. 3, pp. 371–452, 2008. [8] W. D. Iwan, “The earthquake design and analysis of equipment isolation systems,” Earthquake Engineering & Structural Dynamics, vol. 6, no. 6, pp. 523–534, 1978. [9] E. S. Leonard, “Generalized Matrix Method for the Design and Analysis of Vibration-Isolation Systems,” The Journal of the Acoustical Society of America, vol. 40, pp. 195–204, 1966. [10] P. Madsen, “A Mathematical Approach to the Forced Vibrations of the Suspended Compressor Block,” in International Compressor Engineering Conference, 1972, no. Paper 52, pp. 326–329. [11] S. R. Singiresu, Mechanical Vibrations, 5th ed. Prentice Hall, 2011. [12] M. Stephen, “Analytical Modelling of Single and Two-Stage Vibration Isolation Systems,” in Proceedings of the Annual Conference of the Australian Acoustical Society Acoustics 2011: Breaking New Ground, 2011, p. 116. [13] Cfm-Schiller website, “Steel Spring Isolators - Type SSI.” http://www.cfm-schiller.de/index.php?zeige_rubrik=15&dbase=produktdetails, 2017. [14] J. Z. Yongjun Jin and X. Guan, “Theroretical Calculation and Experimental Analysis of the Rigid Body Modes of Powertrain Mounting System,” WSEAS Transactions on Applied and Theoretical Mechanics, vol. 8, no. 3, pp. 193–201, Jul. 2013.
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Details

Primary Language English
Journal Section Mechanical Engineering
Authors

Mehmet Şahin

Publication Date March 26, 2018
Submission Date August 24, 2017
Published in Issue Year 2018 Volume: 5 Issue: 1

Cite

APA Şahin, M. (2018). 3-D Analytical Treatment of Base Isolation for Mechanical Testing Systems. Gazi University Journal of Science Part A: Engineering and Innovation, 5(1), 1-15.