Torsional response of fibrous reinforced concrete members: Effect of single type of reinforcement
作者： T.D. Gunneswara Rao , D. Rama Seshu
DOI: 10.1016/J.CONBUILDMAT.2005.01.017
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摘要: Abstract Studies on the torsional behaviour of reinforced concrete members in general and fiber particular are interest to several researchers as rigidity, stiffness toughness play a vital role analysis structures subjected Seismic loads Wind loads. In present paper an investigation steel having single type reinforcement, viz., longitudinal reinforcement or transverse has been presented. Torsion tests 10 SFRC revealed that either hoop can not improve strength member beyond plain without any reinforcement. However, improved ductility member. Steel fibers cracking torque noticeably.
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