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On Deformation of an Euler-Bernolli Beam Under Terminal Force and Couple
HAS-TUB Research Group of the Dynamics of Machines and Vehicles, Technical University Budapest, Bertalan L. 2, H-1111 Bu-dapest, Hungary
Computer Modeling in Engineering & Sciences 2003, 4(2), 231-238. https://doi.org/10.3970/cmes.2003.004.231
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The paper studies the behavior of a spatial Euler-Bernoulli beam loaded by a terminal thrusting force and a couple. The classical Clebsch-Kirchhoff equilibrium equations are written by using appropriate angular coordinates describing the finite rotations of the local frames attached to each cross-sections of the beam with respect to a fixed system. When we have geometric boundary conditions at one end and dynamic boundary conditions (a force and a couple) at the other the set of equilibrium equations form and initial value probem which can easily be solved with standard Runge-Kutta method.Keywords
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APA Style
Béda, P. (2003). On deformation of an euler-bernolli beam under terminal force and couple. Computer Modeling in Engineering & Sciences, 4(2), 231-238. https://doi.org/10.3970/cmes.2003.004.231
Vancouver Style
Béda P. On deformation of an euler-bernolli beam under terminal force and couple. Comput Model Eng Sci. 2003;4(2):231-238 https://doi.org/10.3970/cmes.2003.004.231
IEEE Style
P. Béda, “On Deformation of an Euler-Bernolli Beam Under Terminal Force and Couple,” Comput. Model. Eng. Sci., vol. 4, no. 2, pp. 231-238, 2003. https://doi.org/10.3970/cmes.2003.004.231
Copyright © 2003 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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