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Torsional behaviour of reinforced fibre concrete beams

โœ Scribed by M.A. Mansur; T.Y. Lim


Publisher
Elsevier Science
Year
1985
Weight
770 KB
Volume
7
Category
Article
ISSN
0262-5075

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The work of fracture, YF, and the critical stress intensity factor Kc, have been determined for the failure in bending of notched samples of sand/cement mortar reinforced with short, randomlydistributed fibres of glass, high carbon steel, and mild steel. Results were obtained on wet and dry stored m