作者: M.A. Mansur , P. Paramasivam
DOI: 10.1016/0262-5075(82)90006-9
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摘要: Abstract This paper presents the results of an investigation conducted on steel fibre reinforced concrete beams in pure torsion. The main parameters study were volume fraction and aspect ratio fibres. It was found that inclusion fibres improved ultimate torsional strength imparted considerable ductility toughness to beams. increase with increasing A comparison test torsion theories indicated a satisfactory prediction torque could be obtained by using plastic theory.