Hostname: page-component-78c5997874-8bhkd Total loading time: 0 Render date: 2024-11-11T09:15:40.477Z Has data issue: false hasContentIssue false
  • English
  • Français

On the theory of stress concentration for shear-strained prismatical bodies with a non-linear stress-strain law

Published online by Cambridge University Press:  26 February 2010

D. L. Clements  and
C. Rogers
D. L. Clements
Affiliation:
University of Adelaide, Australia. University of Western Ontario, Canada.
C. Rogers
Affiliation:
University of Adelaide, Australia. University of Western Ontario, Canada.
Get access

Abstract

The system of equations governing the stress in a shear-strained prismatical body are examined and it is shown that, provided the stress-strain law adopts certain multi-parameter forms, the system may be reduced to the Cauchy-Riemann equations. Integration of the system is then immediate and the analysis of the stress concentration round certain notches thereby facilitated.

Type
Research Article
Information
Mathematika , Volume 22 , Issue 1 , June 1975 , pp. 34 - 42
Copyright
Copyright © University College London 1975

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

1. Neuber, H.. Trans. Amer. Soc. Mech. Engrs., 28, Series E, 544 (1961).Google Scholar
2. Sokolovsky, V. V.. Prikl. Math, i Mekh., 23, No. 4 (1959).Google Scholar
3. Sih, G. C. and MacDonald., B.Int. J. Engng. Sci., 12, 61 (1974).Google Scholar