COMPUTATION OF STRESS INTENSITY FACTORS OF AN AXISYMMETRIC INFINITE CYLINDER HAVING A TRANSVERSE CRACK

This paper considers the problem of an axisymmetric infinite cylinder with a crack at z = 0. The cylinder is under the action of uniformly distributed axial tension applied at infinity and its lateral surface is free of traction. It is assumed that the material of the cylinder is linearly elastic a...

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Main Author: M. Evren TOYGAR
Format: Article
Language:English
Published: Pamukkale University 2002-01-01
Series:Pamukkale University Journal of Engineering Sciences
Subjects:
Online Access:http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089779
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author M. Evren TOYGAR
author_facet M. Evren TOYGAR
author_sort M. Evren TOYGAR
collection DOAJ
description This paper considers the problem of an axisymmetric infinite cylinder with a crack at z = 0. The cylinder is under the action of uniformly distributed axial tension applied at infinity and its lateral surface is free of traction. It is assumed that the material of the cylinder is linearly elastic and isotropic. Crack surfaces are free. Formulation of the boundary problem under consideration is reduced to single singular integral equation in terms of the derivative of the crack surface displacement. These equations together with the single-valuedness and equilibrium condition for the displacements around the crack is converted to a system of a linear algebraic equation which is solved numerically. Stress intensity factors are calculated and presented in graphical form.
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spelling doaj.art-cf4a994f0177406eb1f7673311fde0012023-02-15T16:15:58ZengPamukkale UniversityPamukkale University Journal of Engineering Sciences1300-70092147-58812002-01-0181185000083847COMPUTATION OF STRESS INTENSITY FACTORS OF AN AXISYMMETRIC INFINITE CYLINDER HAVING A TRANSVERSE CRACKM. Evren TOYGARThis paper considers the problem of an axisymmetric infinite cylinder with a crack at z = 0. The cylinder is under the action of uniformly distributed axial tension applied at infinity and its lateral surface is free of traction. It is assumed that the material of the cylinder is linearly elastic and isotropic. Crack surfaces are free. Formulation of the boundary problem under consideration is reduced to single singular integral equation in terms of the derivative of the crack surface displacement. These equations together with the single-valuedness and equilibrium condition for the displacements around the crack is converted to a system of a linear algebraic equation which is solved numerically. Stress intensity factors are calculated and presented in graphical form.http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089779Çatlak, Tekillik, Silindir, Gerilme şiddeti faktörü
spellingShingle M. Evren TOYGAR
COMPUTATION OF STRESS INTENSITY FACTORS OF AN AXISYMMETRIC INFINITE CYLINDER HAVING A TRANSVERSE CRACK
Pamukkale University Journal of Engineering Sciences
Çatlak, Tekillik, Silindir, Gerilme şiddeti faktörü
title COMPUTATION OF STRESS INTENSITY FACTORS OF AN AXISYMMETRIC INFINITE CYLINDER HAVING A TRANSVERSE CRACK
title_full COMPUTATION OF STRESS INTENSITY FACTORS OF AN AXISYMMETRIC INFINITE CYLINDER HAVING A TRANSVERSE CRACK
title_fullStr COMPUTATION OF STRESS INTENSITY FACTORS OF AN AXISYMMETRIC INFINITE CYLINDER HAVING A TRANSVERSE CRACK
title_full_unstemmed COMPUTATION OF STRESS INTENSITY FACTORS OF AN AXISYMMETRIC INFINITE CYLINDER HAVING A TRANSVERSE CRACK
title_short COMPUTATION OF STRESS INTENSITY FACTORS OF AN AXISYMMETRIC INFINITE CYLINDER HAVING A TRANSVERSE CRACK
title_sort computation of stress intensity factors of an axisymmetric infinite cylinder having a transverse crack
topic Çatlak, Tekillik, Silindir, Gerilme şiddeti faktörü
url http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089779
work_keys_str_mv AT mevrentoygar computationofstressintensityfactorsofanaxisymmetricinfinitecylinderhavingatransversecrack