Stable algorithm for the stress field around a multiply branched crack

Jonas Englund

Research output: Contribution to journalArticlepeer-review

Abstract

We present an algorithm for the computation of the stress field around a branched crack. The algorithm is based on an integral equation with good numerical properties. Our equation is obtained through a left regularization of an integral equation of Fredholm's first kind. Complex valued functions involving repeated products of square roots appear in the regularization. A new and effective scheme for correct evaluation of these functions is described. For validation, mode I and II stress intensity factors are computed for simple branched geometries. The relative errors in the stress intensity factors are typically as low as 10(-12). A large scale example is also presented, where a crack with 176 branching points is studied.
Original languageEnglish
Pages (from-to)926-946
JournalInternational Journal for Numerical Methods in Engineering
Volume63
Issue number6
DOIs
Publication statusPublished - 2005

Bibliographical note

The information about affiliations in this record was updated in December 2015.
The record was previously connected to the following departments: Numerical Analysis (011015004)

Subject classification (UKÄ)

  • Mathematical Sciences

Free keywords

  • fast multipole method
  • stress intensity factor
  • integral equation
  • branched crack

Fingerprint

Dive into the research topics of 'Stable algorithm for the stress field around a multiply branched crack'. Together they form a unique fingerprint.

Cite this