to investigate the FRP I-section infilled by masonry wall under compressive/axial load (see the images attached to this file for modelling using ABAQUS). -- 2

The topic is to investigate the FRP I-section infilled by masonry wall under compressive/axial load (see the images attached to this file for modelling using abaqus). Methodology part: Require to provided validation or verification that model that is carried are correct either by comparing with theoretically, analytically or other researchers work that they did experimentally etc. So the require to do researched of his own before carrying out modelling to validate also to what material properties parameter to input into the modelling. Before I plan to do experiment to obtained parameters into FE software abaqus which I can't do anymore as facilities is closed and this was good source to validate results too. I came up the way to validate by proposed that to treat two elements (of any of type selected material for Unreinforced masonry wall and FRP) in FE (abaqus) separately, do not combine them beginning. Then validate two of those element separately by other researchers work or theoretically using codes. So people with experience in modelling two element masonry wall and FRP using Abaqus is preferred alot. Also to type technical stuff about this. MORE DETAILS IN THE INBOX