Hi,
I have modeled a beam with a hole in it in ABAQUS. I use of FRACTURE MECHANICS and FINITE ELEMENT METHOD for perdiction of failure load of beams with holes. I am wondering is it a correct assumption to assume a fixed crack length for one beam with varying hole position or not?
It have assumed that a fixed crack length for a beam with varying location of hole along the beam.
Am I correct?
Thank you,
Manooir
look wikipedia
hi, have you looked at wikipedia? there's a lot of info there. Here's the link: http://en.wikipedia.org/wiki/Fracture_mechanics
by seo 1