Abstract
The effects of a single tensile overload on the stress, strain and displacement fields for a three dimensional semi-circular extending crack have been studied using an elastic-plastic finite element model. The results show that the application of a single tensile overload caused an immediate drop in the crack opening stress levels, but with further crack extension the opening stress levels rapidly rose to values higher than those before the application of the overload. It is found that the introduction of a single tensile overload increases the local residual compressive stress ahead of the crack front and, with the growth of the crack, the magnitude of this local compressive stress decreases. The results also show that the introduction of a single tensile overload increases the crack opening displacement, and that with further crack extension the crack opening displacement decreases rapidly to a value less than that before the application of the overload. The predicted crack opening displacements from finite element analysis were compared with those measured from direct in-situ SEM observations, and good agreement was obtained.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.