Analysis of Clamped Plates on Elastic Foundation by the Boundary Integral Equation Method-Reference-Cited by-同舟云学术

Analysis of Clamped Plates on Elastic Foundation by the Boundary Integral Equation Method

Published:1984-09-01 Issue:3 Volume:51 Page:574-580
ISSN:0021-8936
Container-title:Journal of Applied Mechanics
language:en
Short-container-title:

Author:

Katsikadelis J. T.¹,Armena`kas A. E.²

Affiliation:

1. Institute of Structural Analysis, National Technical University of Athens, Athens, Greece

2. Polytechnic Institute of New York

Abstract

In this investigation the boundary integral equation (BIE) method with numerical evaluation of the boundary integral equations is developed for analyzing clamped plates of any shape resting on an elastic foundation. A numerical technique for the solution to the boundary integral equations is presented and numerical results are obtained and compared with those existing from analytical solutions. The effectiveness of the BIE method is demonstrated.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Link

http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/51/3/574/5457965/574_1.pdf

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