Technical Notes
Oct 31, 2020

Formulas for Rotation and Angular Velocity Arising from Shake Table Kinematics and Kirchhoff Rod Model Implementation

Publication: Journal of Engineering Mechanics
Volume 147, Issue 1

Abstract

This technical note presents a pair of formulas to rotate a unit vector to another unit vector and compute the corresponding angular velocity. These formulas arose independently in two of our recent applications: (1) modeling actuator kinematics in a two-degree-of freedom (2-DOF) shaker, and (2) implementation of Kirchhoff rod theory in three-dimensional (3D) for modeling intracranial aneurysm coiling and analysis of electrical conductor nonlinear dynamics. The first formula (for rotation) can be found in the literature. The second formula (for angular velocity), while simple and straightforward, is not found in the literature and is the contribution in this note. This latter formula, due to its simplicity, is likely useful in a number of other applications in computational mechanics and mechanism/robot kinematics.

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Data Availability Statement

No data, models, or code were generated or used during the study.

Acknowledgments

The first author was supported by the Department of Civil, Structural and Environmental Engineering, University at Buffalo; the second and third authors were supported by a grant from Bonneville Power Administration.

References

Babiker, M. H., B. Chong, L. F. Gonzalez, S. Cheema, and D. H. Frakes. 2013. “Finite element modeling of embolic coil deployment: Multifactor characterization of treatment effects on cerebral aneurysm hemodynamics.” J. Biomech. 46 (16): 2809–2816. https://doi.org/10.1016/j.jbiomech.2013.08.021.
Bergou, M., B. Audoly, E. Vouga, M. Wardetzky, and E. Grinspun. 2010. “Discrete viscous threads.” ACM Trans. Graphics 29 (4): 1–10. https://doi.org/10.1145/1778765.1778853.
Bergou, M., M. Wardetzky, S. Robinson, B. Audoly, and E. Grinspun. 2008. “Discrete elastic rods.” In ACM SIGGRAPH 2008 Papers, SIGGRAPH 2008, New York: Association for Computing Machinery. https://doi.org/10.1145/1399504.1360662.
Bishop, R. L. 1975. “There is more than one way to frame a curve.” Am. Math. Mon. 82 (3): 246–251. https://doi.org/10.1080/00029890.1975.11993807.
Damiano, R. J., D. Ma, J. Xiang, A. H. Siddiqui, K. V. Snyder, and H. Meng. 2015. “Finite element modeling of endovascular coiling and flow diversion enables hemodynamic prediction of complex treatment strategies for intracranial aneurysm.” J. Biomech. 48 (12): 3332–3340. https://doi.org/10.1016/j.jbiomech.2015.06.018.
Fu, Y. 2019. “Seismic interaction of high-voltage substation equipment interconnected by flexible-bus conductors.” Ph.D. thesis, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo.
Gurbuz, A. 2020. “Pressure-driven red blood cell flow through constrictions—weakly singular spectral/higher-order-element boundary integral approach.” Ph.D. thesis, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo.
Kote, V. B. 2019. “Model-in-the-loop testing of flexible-bus conductors interconnecting substation equipment.” Ph.D. thesis, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo.
Möller, T., and J. F. Hughes. 1999. “Efficiently building a matrix to rotate one vector to another.” J. Graphics Tools 4 (4): 1–4. https://doi.org/10.1080/10867651.1999.10487509.
Murray, R. M., L. Zexiang, and S. S. Sastry. 1994. A mathematical introduction to robotic manipulation. 1st ed. London: CRC Press.
Osloub, E., M. V. Sivaselvan, H. Meng, and G. Dargush. 2020. “Computational modeling of cerebral aneurysm coiling using Kirchhoff rod theory and B-spline discretization (abstract).” In Engineering Mechanics Institute (EMI) book of abstracts. New York: Engineering Mechanics Institute.
SEESL (University at Buffalo Structural and Earthquake Engineering Simulation Laboratory). 2020. SEESL lab manual. Buffalo, NY: SEESL.
Simo, J., and D. Fox. 1989. “On a stress resultant geometrically exact shell model. Part I: Formulation and optimal parametrization.” Comput. Methods Appl. Mech. Eng. 72 (3): 267–304. https://doi.org/10.1016/0045-7825(89)90002-9.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 147Issue 1January 2021

History

Received: Apr 26, 2020
Accepted: Aug 14, 2020
Published online: Oct 31, 2020
Published in print: Jan 1, 2021
Discussion open until: Mar 31, 2021

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Authors

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Ehsan Osloub, S.M.ASCE
Ph.D. Candidate, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260.
Vivek Bhaskar Kote
Formerly, Ph.D. Student, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260.
M. V. Sivaselvan, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260 (corresponding author). Email: [email protected]

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