On the mechanical response of Hybrid Fiber Reinforced Concrete with Recycled and Industrial Steel Fibers

被引:129
|
作者
Caggiano, Antonio [1 ,2 ]
Folino, Paula [2 ]
Lima, Carmine [3 ]
Martinelli, Enzo [3 ]
Pepe, Marco [3 ]
机构
[1] Tech Univ Darmstadt, Inst Construct & Bldg Mat, Franziska Braun Str 3, D-64287 Darmstadt, Germany
[2] UBA, CONICET, INTECIN, Fac Ingn, Av Las Heras 2214,C1127AAR, Buenos Aires, DF, Argentina
[3] Univ Salerno, Dept Civil Engn, Via Giovanni Paolo II 132, I-84084 Fisciano, SA, Italy
基金
欧盟地平线“2020”;
关键词
FRC; Waste tires; Recycling; Sustainable' concrete; Hybrid industrial-recycled FRC; Post-cracking toughness; WASTE TIRES; POSTCRACKING BEHAVIOR; BOND BEHAVIOR; CEMENT; RESISTANCE;
D O I
10.1016/j.conbuildmat.2017.04.160
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper summarizes the results of an experimental research on "sustainable" cementitious composites internally reinforced with industrial and recycled steel fibers, the latter being recovered from waste tires and employed in substitution and/or addition of the industrial steel ones. Specifically, six concrete mixtures including different amount of industrial/recycled steel fibers were produced and tested both in compression and bending. The obtained results confirm the promising prospects already observed by the authors in a previous study on concrete reinforced with recycled steel fibers obtained from waste tires. Furthermore, they clearly demonstrate that industrial fibers can be replaced by an equal amount of recycled ones without a significant decay in the relevant mechanical properties, provided that the recycled fibers present adequate geometrical characteristics. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:286 / 295
页数:10
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