Bond strength of tension lap-splices in full scale-compacting concrete beams

Twelve full-scale beam specimens (2000 × 300 × 200 mm) were tested in positive bending with the loading system designed to determine the effect of self-compacting concrete (SCC) and the diameter of reinforcement on bond-slip characteristics of tension lap-slices. The specimens of lap-splice series w...

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Veröffentlicht in:Turkish journal of engineering & environmental sciences 2008, Vol.32 (6), p.377-386
Hauptverfasser: BENLİ, Ahmet, TÜRK, Kazım, CALAYIR, Yusuf
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Sprache:eng
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