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Deformation of an elastic parallelepiped under the influence of its own weight

โœ Scribed by G. I. Markeloy; M. A. Il'gamov; V. A. Ivanov


Publisher
Springer US
Year
1971
Tongue
English
Weight
418 KB
Volume
7
Category
Article
ISSN
1573-8582

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Bessel functions and buckling of the uni
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## If one considers the set of vertical and horizontal loads applied to the column with constant inertia, the classical homogeneous Euler differential equation of the third-order expressing the behavior of the column under its own weight uniformly distributed along the vertical axis is transformed i