Article ID Journal Published Year Pages File Type
771467 Engineering Fracture Mechanics 2007 33 Pages PDF
Abstract

A method to determine higher order coefficients from the solution of a singular integral equation is presented. The coefficients are defined by σrr(r,0)=∑n=0∞kn(2r)n-12+Tn(2r)n, which gives the radial stress at a distance, r, in front of the crack tip. In this asymptotic series the stress intensity factor, k0, is the first coefficient, and the T-stress, T0, is the second coefficient. For the example of an edge crack in a half space, converged values of the first 12 mode I coefficients (kn and Tn, n = 0, … , 5) have been determined, and for an edge crack in a finite width strip, the first six coefficients are presented. Coefficients for an internal crack in a half space are also presented. Results for an edge crack in a finite width strip are used to quantify the size of the k-dominant zone, the kT-dominant zone and the zones associated with three and four terms, taking into account the entire region around the crack tip.

Related Topics
Physical Sciences and Engineering Engineering Mechanical Engineering
Authors
, , ,