Bond behaviour of deformed steel rebars in steel fibre high-strength self-compacting concrete by Majain, Nelly

Get full text

Bond behaviour of deformed steel rebars in steel fibre high-strength self-compacting concrete by Majain, Nelly

“…The research works in Phase 2 involved the direct pullout testing conducted according to the RILEM RC6 Part 2 standard. A total of 72 pullout specimens with a dimension of 200 mm x 200 mm x 200 mm were prepared and tested at 30 ± 2 days. …”
Get full text