To model wire mesh of the ferrocement in ABAQUS, may I consider wire mesh same as concrete reinforcement model?
These articles may be helpful
http://www.bipcons.ce.tuiasi.ro/Archive/519.pdf
http://esatjournals.net/ijret/2015v04/i25/IJRET20150425073.pdf
http://www.byggmek.lth.se/fileadmin/byggnadsmekanik/publications/tvsm5000/web5207.pdf
@Abbas AbdulMajeed Allawi:
I already read this article. However thanks for your concern.
Dear Imrose,
Follow this article. It may be helpful for you.
1.http://www.byggmek.lth.se/fileadmin/byggnadsmekanik/publications/tvsm5000/web5207.pdf
2. https://www.ijert.org/research/an-experimental-study-on-strengthening-and-retrofitting-of-damaged-reinforced-concrete-beams-using-steel-wire-mesh-and-steel-angles-IJERTV4IS050138.pdf
second article is more helpful in clarity. In this article, A finite element model has been developed using commercial software, ABAQUS, to predict the strength of such composite beams and its performance is validated through experimental results.
3.https://pdfs.semanticscholar.org/2470/d7d159dbefecf77b5fae2439942ba61efc2e.pdf
Hope it work out for you.
Ashish
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