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Therefore, this study examines transfer length in the newly developed eco-friendly concrete sleeper and compares that with the transfer length in traditional prestressed concrete sleepers.
A discussion of design code provisions for prestressing strand transfer length is included.
The results show that strand-concrete bond and transfer length are strongly influenced by concrete nonlinearity.
This paper examines the effect of concrete compressive strength on the transfer length of prestressing strands.
Confinement affects transfer length because of its influence on plastic strains in concrete.
One of important structural performances of prestressed concrete members which should be measured is transfer length.
A true DNS, fully resolving hydrodynamic and mass transfer length scales results in infeasible computational costs.
Three governing phenomenological length scales are diffusion length, charge transfer length and reaction layer thickness.
The transfer length is intended to provide bond integrity for the strengthened concrete member.
Using data from the UA and from the literature, an equation to estimate transfer length was developed and presented.
Accurate prediction of strand transfer length is important for prestressed concrete members when calculating anchorage zone stresses and shear capacity.
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