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

被引：9

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

页码：95 / 102

页数：8

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