Accession Number : AD0749901
Title : The Effect of a Circular Inclusion on the Stresses Around Two Collinear Finite Line Cracks in a Plate Under Tension.
Descriptive Note : Interim rept.,
Corporate Author : NEW MEXICO UNIV ALBUQUERQUE BUREAU OF ENGINEERING RESEARCH
Personal Author(s) : Hsu,Y. C. ; Shivakumar,V.
Report Date : SEP 1972
Pagination or Media Count : 37
Abstract : The investigation aims at the fracture stability (toughness) of the flat large elastic cracked plate in the presence of an elastic circular inclusion. To this end, the crack-tip stress intensity factor for plane problems, K, in the field theory of elastic fracture, is proposed as a criterion for the fracture stability. Here K is defined as the magnitude of stresses in the vicinity of the end of the crack and determines the onset of rapid fracture in the elastic theory of Griffith-Irwin. Of interest is K in a flat large elastic plate with two collinear finite cracks under uniform stresses at infinity, containing an elastic circular inclusion. The analysis is based on the two-dimensional theory of elasticity and by use of the Muskhelishvilli complex variable approach. Numerical calculations were carried out for the variation of K with the configuration and elastic properties of the plate and the inclusion, for the case of simple tension in the y direction. (Author)
Descriptors : (*FRACTURE(MECHANICS), *PANELS), CRACKS, STRESSES, DEFECTS(MATERIALS), ELASTIC PROPERTIES, NUMERICAL ANALYSIS
Subject Categories : Structural Engineering and Building Technology
Distribution Statement : APPROVED FOR PUBLIC RELEASE