for understanding some cae tools for short fiber composites, i need to get started on
the eshelby inclusion problem. Reading the paper from 1957, it appears well written.
However without any background, it is difficult.
I wonder if there are any light explainations to the problem freely available on the
web. Or some free course work for this topic could be useful.
Any link would be really apprecihated. Thanks,
I am simulating failure of concrete in tension and compression on a concrete representative element volume. I have modeled mortar matrix and aggregate (inclusion) separately i.e my model consists of two material and assumed them as perfectly bonded. My question is, if I add interface zone between matrix and inclusion how will it effect my overall failre or can I neglect inerface.
With Warm Regards