Vol. 3, No. 10, 2008

Download This Article
Download this article. For Screen
For Printing
Recent Issues
Volume 4, Issue 6
Volume 4, Issue 5
Volume 4, Issue 4
Volume 4, Issue 3
Volume 4, Issue 2
Volume 4, Issue 1
Volume 3, Issue 10
Volume 3, Issue 9
Volume 3, Issue 8
Volume 3, Issue 7
Volume 3, Issue 6
Volume 3, Issue 5
Volume 3, Issue 4
Volume 3, Issue 3
Volume 3, Issue 2
Volume 3, Issue 1
Volume 2, Issue 10
Volume 2, Issue 9
Volume 2, Issue 8
Volume 2, Issue 7
Volume 2, Issue 6
Volume 2, Issue 5
Volume 2, Issue 4
Volume 2, Issue 3
Volume 2, Issue 2
Volume 2, Issue 1
Volume 1, Issue 8
Volume 1, Issue 7
Volume 1, Issue 6
Volume 1, Issue 5
Volume 1, Issue 4
Volume 1, Issue 3
Volume 1, Issue 2
Volume 1, Issue 1
The Journal
Cover
Editorial Board
Research Statement
Scientific Advantage
Submission Guidelines
Submission Page
Subscription Prices
License Agreement
Test your IP address
PACAM XI
Contacts

A. P. S. Selvadurai & T. Scarpas & N. Kringos

Vol. 3 (2008), No. 10, 1875-1883
Abstract

This paper presents a variational solution to the problem of the contact between an isotropic elastic halfspace and a rigid circular indentor, where the contact is achieved through a set of ligaments modeled by a continuously distributed layer of Winkler elements. The problem is of interest to the modeling of the ligament-type contact mechanics between a rigid cylinder and a substrate. The limiting solution for Boussinesq indentation is modified to take into consideration small but finite influences of the elastic stiffness of the ligaments forming the interface layer.

Keywords

Winkler ligaments, contact problem, variational method, adhesive contact, compliance of indentor, rigid circular indentor, variational solution, elastic halfspace indentation

Authors
A. P. S. Selvadurai
Department of Civil Engineering and Applied Mechanics
McGill University
817 Sherbrooke Street West
Montréal QC H3A 2K6
Canada
T. Scarpas
Section of Structural Mechanics
Faculty of Civil Engineering and Geosciences
Delft University of Technology
The Netherlands
N. Kringos
Section of Structural Mechanics
Faculty of Civil Engineering and Geosciences
Delft University of Technology
The Netherlands