@Article{cmes.2003.004.231,
AUTHOR = {P.B. Béda},
TITLE = {On Deformation of an Euler-Bernolli Beam Under Terminal Force and Couple},
JOURNAL = {Computer Modeling in Engineering \& Sciences},
VOLUME = {4},
YEAR = {2003},
NUMBER = {2},
PAGES = {231--238},
URL = {http://www.techscience.com/CMES/v4n2/24812},
ISSN = {1526-1506},
ABSTRACT = {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.},
DOI = {10.3970/cmes.2003.004.231}
}