| contributor author | C.-I. Yang | |
| contributor author | T. J. Moran | |
| date accessioned | 2017-05-08T23:05:59Z | |
| date available | 2017-05-08T23:05:59Z | |
| date copyright | September, 1979 | |
| date issued | 1979 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26125#519_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/91718 | |
| description abstract | This paper presents a finite-element analysis for the cylindrical rods oscillating periodically in an incompressible viscous fluid. A system of discretized equation is obtained from the appropriate Navier-Stokes and continuity equations through Galerkin’s process. The basic unknowns are velocity and pressure. A mixed interpolation method is used. The added mass and viscous damping coefficients which characterize the fluid reaction force due to the rods oscillation can be obtained through a line integration of stress and pressure around the circumference of the rods. For the special case of a cylindrical rod oscillating in a viscous fluid enclosed by a rigid, concentric cylindrical shell, the finite-element solution agrees well with the analytical closed-form solution, which, in turn, has been verified experimentally [1]. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Finite-Element Solution of Added Mass and Damping of Oscillation Rods in Viscous Fluids | |
| type | Journal Paper | |
| journal volume | 46 | |
| journal issue | 3 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3424599 | |
| journal fristpage | 519 | |
| journal lastpage | 523 | |
| identifier eissn | 1528-9036 | |
| keywords | Oscillations | |
| keywords | Fluids | |
| keywords | Damping | |
| keywords | Finite element analysis | |
| keywords | Rods | |
| keywords | Pressure | |
| keywords | Equations | |
| keywords | Interpolation | |
| keywords | Pipes | |
| keywords | Stress AND Force | |
| tree | Journal of Applied Mechanics:;1979:;volume( 046 ):;issue: 003 | |
| contenttype | Fulltext | |