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Effect Of Hooked-End Steel Fibres Geometry On Pull-Out Behaviour Of Ultra-High Performance Concrete
2016
Zenodo
In this study, a comprehensive approach has been adopted to examine in detail the effect of various hook geometries on bond-slip characteristics. Extensive single fibre pull-out tests on ultra-high performance matrix with three different W/B ratios and embedded lengths have been carried out. Test results showed that the mechanical deformation of fibre hook is the main mechanism governing the pull-out behaviour. Furthermore, the quantitative analyses have been completed to compare the hook
doi:10.5281/zenodo.1128019
fatcat:exloddk2wfhlhgyxkzqnkhgbca