Dynamic Stress Intensity Factor for Subsurface Inclined Cracks
Journal
ASCE Journal of Engineering Mechanics
Date Issued
1994
Date
1994
Author(s)
Chen, Szu-Kuzi
Abstract
To gain insight into the phenomenon of the interaction of stress waves with material defect, the transient problem of a half-space containing a subsurface inclined semi-infinite crack subjected to dynamic antiplane loading on the boundary of the half-space is investigated in this study. The solutions are determined by superposition of the fundamental solution in the Laplace transform domain. The fundamental solution is the exponentially distributed traction on crack faces. The exact close form transient solutions of dynamic stress intensity factor are expressed explicitly in time domain. These solutions are valid for an infinite length of time and have accounted for the contributions coming from incident, reflected and diffracted waves. Numerical results of dynamic stress intensity factors are obtained and compared with the corresponding static values. The transient solution is shown to approach the static value after the first few waves interactive with the crack tip have passed. © ASCE.
Other Subjects
Cracks; Dynamic Analysis; Laplace Transformations; Stress Waves
Type
journal article
File(s)![Thumbnail Image]()
Loading...
Name
33.pdf
Size
759 KB
Format
Adobe PDF
Checksum
(MD5):f4c14e6c540e9a6ff590ec16d205984b