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Fibre pull-out was observed during the pull-out test for all specimens regardless of the curvature radius for bend lengths of 0 and 1.5 mm, but pull-out or fracture of fibre was observed at bend lengths of 2.5 and 3.5 mm.
Bend lengths of the metal to slightly greater than 90 degrees with each side being at least 3 inches (7.6 cm).
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Additionally, the arch-type steel fibre end with a longer bend length showed excellent bond properties and pullout behaviour as the radius of curvature increased, due to stable anchoring within the cementitious composite.
In this study, the optimal dimension of arch-type steel fibre for cementitious shotcrete was derived based on the bond properties with a cement matrix, as a function of the length of the steel wire, the radius of curvature of the arch, and bend length at the fibre end.
The bond properties of arch-type steel fibres were evaluated in a cementitious composite according to the JCI SF-8 standard as a function of the arch characteristics of curvature radius (20, 25, 30 and 35 mm) and bend length (0, 1.5, 2.5 and 3.5 mm).
Wavy planes of concrete as thick as 10 inches bristling with rusty, bent lengths of rebar form a long pile that looks ready to be carted away.
As the results indicate, the bending lengths of treated and untreated samples are very close.
The bending lengths of the specimens were calculated based on ASTM D 1388-96 (2002).
The characteristic bending lengths are identified from the resulting homogenized moduli.
The Cosserat moduli are identified together with the associated internal bending lengths versus the microstructural geometrical and mechanical parameters that characterize the internal organization of yarns within each preform.
Consequently, bending length was less and stiffness got reduced.
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CEO of Professional Science Editing for Scientists @ prosciediting.com