期刊論文
| 學年 | 86 |
|---|---|
| 學期 | 2 |
| 出版（發表）日期 | 1998-05-01 |
| 作品名稱 | Dynamic Behavior of Poroelastic Slab Subjected to Uniformly Distributed Impulsive Loading |
| 作品名稱（其他語言） | |
| 著者 | Yeh, F.-H.; Tsay, H.-S. |
| 單位 | 淡江大學機械與機電工程學系 |
| 出版者 | |
| 著錄名稱、卷期、頁數 | An Int. J. of computers and structures67(4), pp.267-277 |
| 摘要 | This paper derives a complex dynamic modulus function for a poroelastic slab with finite length and uses this to examine the range of validity of quasi-static solutions to Biot's dynamic poroelasticity equations. It also examines the effects of side surfaces' boundary conditions on the solutions to the equations and presents systematic studies of the effects of the slab length to thickness ratio and of the dissipation terms on the slab's storage and loss moduli. Biot's equations of poroelasticity are first phrased in terms of solid and fluid displacements and then transformed into the Laplace domain. The Galerkin type finite element method is used to solve these equations. Using quadrilateral elements, the stiffness matrix for this method is then derived. The dynamic transfer functions are then obtained for the case of an impulsive displacement applied to the top surface of the slab. Cases of both permeable and impermeable side surfaces are considered. The resulting solutions for the Laplace transform of the impulsive excitation response are then transformed into frequency domain complex response functions, called complex dynamic modulus functions, which characterized the stiffness and damping of the slab. Parametric studies are then carried out employing the complex frequency response functions. |
| 關鍵字 | |
| 語言 | en |
| ISSN | |
| 期刊性質 | 國內 |
| 收錄於 | |
| 產學合作 | |
| 通訊作者 | |
| 審稿制度 | 否 |
| 國別 | TWN |
| 公開徵稿 | |
| 出版型式 | ,電子版 |
| 相關連結 |
機構典藏連結 ( http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/65298 ) |