Recently, an interesting study [1] was published in which the equation of free transverse vibrations of beams with two sections of partially distributed mass was derived and its exact solution obtained. The method was later generalized for the case of beams with multiple spans of distributed mass. M
ON THE DISCRETIZATION OF AN ELASTIC ROD WITH DISTRIBUTED SLIDING FRICTION
β Scribed by C.M. JUNG; B.F. FEENY
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 327 KB
- Volume
- 252
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
β¦ Synopsis
A one-dimensional elastic system with distributed contact under "xed boundary conditions is investigated in order to study dynamic behavior under sliding friction. A partial di!erential equation of motion is established and its exact solution is presented. Due to the friction the eigenvalue problem is non-self-adjoint. Mathematical methods for handling the non-self-adjoint system, such as the non-self-adjoint eigenvalue problem and the eigenvalue problem with a proper inner product, are reviewed and applied. The exact solution showed that the undamped elastic system under "xed boundary conditions is neutrally stable when the coe$cient of friction is a constant. The assumed mode approximation and the lumped-parameter discretization method are evaluated and their solutions are compared with the exact solution. As a cautionary example the assumed modes approximation leads to false conclusions about stability. The lumped-parameter discretization algorithm generates reliable results.
π SIMILAR VOLUMES
## Abstract We consider the problem of minimizing among functions __u__:β^__d__^βΞ©ββ^__d__^, __u__~β£βΞ©~=0, and measurable subsets __E__ of Ξ©. Here __f__~__h__~^+^, __f__^β^ denote quadratic potentials defined on Ω¯Γ{symmetric __d__Γ__d__ matrices}, __h__ is the minimum energy of __f__~__h__~^+^ an
## Abstract We consider the problem of minimizing 0<__p__<1, __h__ββ, __Ο__>0, among functions __u__:β^__d__^βΞ©ββ^__d__^, __u__~β£βΞ©~=0, and measurable characteristic functions Ο:Ξ©ββ. Here Ζ^+^~__h__~, Ζ^β^, denote quadratic potentials defined on the space of all symmetric __d__Γ__d__ matrices, __
An asymptotic analysis based on the homogenization technique in the framework of linear dynamics for an arbitrary range of frequencies has been applied to an infinite one-dimensional (1D) system which consists of elastically supported discrete masses, linked by beams. Three scale regions of eigenfre