𝔖 Bobbio Scriptorium
✦   LIBER   ✦

A method for the analysis of plates on a two-parameter foundation

✍ Scribed by Mecit Çelik; Ahmet Saygun

Publisher
Elsevier Science
Year
1999
Tongue
English
Weight
894 KB
Volume
36
Category
Article
ISSN
0020-7683

No coin nor oath required. For personal study only.

✦ Synopsis

In this study\ an iterative method is developed in order to analyze the plates on a two!parameter elastic foundation\ based on the study by Vallabhan et al[ "0880#\ where the material properties of the soil are used in order to compute the coe.cients of subgrade reactions\ for the layered soil medium[ In the analysis\ the _nite element method is used\ both plate and surrounding soil area divided into _nite elements[ The plate _nite element is considered by including the e}ects of subgrade reactions[ By means of the method suggested herein\ it is possible to examine the interaction between the separate plates close to each other and to assume the plate of arbitrary shape[ Þ 0888 Elsevier Science Ltd[ All rights reserved[ Keywords] Elastic bedding coe.cient^Shear parameter coe.cient^Mode shape parameter^Plate _nite element^Soil _nite element

📜 SIMILAR VOLUMES

The boundary element method for thick pl
The boundary element method for thick plates on a Winkler foundation
✍ Youssef F. Rashed; M. H. Aliabadi; C. A. Brebbia 📂 Article 📅 1998 🏛 John Wiley and Sons 🌐 English ⚖ 291 KB 👁 3 views

In this paper the application of the boundary element method to thick plates resting on a Winkler foundation is presented. The Reissner plate bending theory is used to model the plate behaviour. The Winkler foundation model is represented by continuous springs which are directly incorporated into th

TWO-PARAMETER OPTIMIZATION OF AN AXIALLY
TWO-PARAMETER OPTIMIZATION OF AN AXIALLY LOADED BEAM ON A FOUNDATION
✍ A.S. Foryś 📂 Article 📅 1997 🏛 Elsevier Science 🌐 English ⚖ 553 KB

A beam of circular cross-section, made of viscoelastic material of Kelvin-Voigt type, is considered. The beam interacts with a foundation of Winkler, Pasternak or Hete´nyi type. Damping of the foundation is taken into account. The length and volume of the beam are fixed. The beam is symmetric with r