Engineering Properties of Self-Compacting Concrete Produced by Polypropylene and Steel Fiber

被引:10
作者
Karatas, Mehmet [1 ]
Gunes, Abdulkadir [2 ]
机构
[1] Firat Univ, Fac Engn, Dept Civil Engn, TR-23119 Elazig, Turkey
[2] Ynonu Univ, Darende Bekir Ilicak Vocat Sch, TR-44280 Malatya, Turkey
来源
PERIODICA POLYTECHNICA-CIVIL ENGINEERING | 2015年 / 59卷 / 02期
关键词
Self-compacting concrete; fiber concrete; compressive strength; tensile strength in bending;
D O I
10.3311/PPci.7348
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fresh and hardened properties of self-compacting concrete (SCC), produced by polypropylene and steel fiber, were analysed in this study. Within the scope of the study, natural river aggregate with grain diameter of 15 mm and a modified polycarboxylate based super plasticizer were used 10% displaceable with silica fume CEM I 42.5N type cement, on the purpose of supporting the dust content of self-compacting concrete. Polypropylene and steel fiber in different rates were used both separately and together in self-compacting concrete samples and these were compared with fresh and hardened properties of non-fibrous self-compacting concrete. It was deduced from these test results that the fiber use in proper rates would contribute to the engineering properties of self-compacting concrete.
引用
收藏
页码:95 / 102
页数:8
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