Steel fibre reinforced concrete beams in torsion
作者： R. Narayanan , A.S. Kareem-Palanjian
DOI: 10.1016/0262-5075(83)90065-9
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摘要: Abstract The results of 28 torsion tests on steel-fibre reinforced beams are presented and discussed. parameters varied were the type, aspect ratio ( l d ) volume fraction (ϱ) fibres used as well cross-sectional dimensions beam. Methods predicting cracking torque ultimate proposed; predictions obtained by suggested methods shown to be satisfactory comparing them with torques observed in carried out authors previous investigators.
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