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Replacing Stirrups of Self-Compacting Concrete Beams with Steel Fibers
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作者 尤志国 丁一宁 niederegger christoph 《Transactions of Tianjin University》 EI CAS 2010年第6期411-416,共6页
Based on the investigation of fiber influence on workability of self-compacting concrete (SCC), tests were carried out on two series of SCC rectangular simply supported beams, which were made of hooked steel fibers re... Based on the investigation of fiber influence on workability of self-compacting concrete (SCC), tests were carried out on two series of SCC rectangular simply supported beams, which were made of hooked steel fibers reinforced concrete with or without stirrups, subjected to four-point symmetrically placed vertical loads. The major test variables are steel fiber contents and stirrup ratios. The results indicate that the ultimate load significantly increases with the increase of fiber content; the addition of ... 展开更多
关键词 steel fiber self-compacting concrete BEAM ultimate shear strength failure mode WORKABILITY
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