The paper deals with the "nite element method (FEM) solution of the problem with loads moving uniformly along an in"nite Euler beam supported by a linear elastic Kelvin foundation with linear viscous damping. Initially, the problem is formulated in a moving co-ordinate system following the load usin
β¦ LIBER β¦
Discretization considerations in moving load finite element beam models
β Scribed by Joseph R. Rieker; Yih-Hwang Lin; Martin W. Trethewey
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 919 KB
- Volume
- 21
- Category
- Article
- ISSN
- 0168-874X
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## Abstract A new discreteβfracture multiphase flow model developed allows incorporation of fractures in a spatially explicit fashion. It is an alternative to conventional dualβporosity, dualβpermeability models used most often to model fractured subsurface systems. The model was applied to a water