Polyolefin fiber-reinforced concrete enhanced with steel-hooked fibers in low proportions

被引:86
作者
Alberti, M. G. [1 ]
Enfedaque, A. [1 ]
Galvez, J. C. [1 ]
Canovas, M. F. [1 ]
Osorio, I. R. [1 ]
机构
[1] Univ Politecn Madrid, Dept Ingn Civil Construcc ETS Ingn Caminos Canale, E-28040 Madrid, Spain
关键词
Hybrid fiber-reinforced concrete; Polyolefin fiber-reinforced concrete; Steel fiber-reinforced concrete; Self-compacting concrete and fracture; SELF-COMPACTING CONCRETE; MECHANICAL-PROPERTIES; FRACTURE-BEHAVIOR; TENSILE BEHAVIOR; STRENGTH; WORKABILITY; SHRINKAGE; BEAM;
D O I
10.1016/j.matdes.2014.03.050
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Over the past few years, polyolefin fiber reinforced self-compacting concrete has shown high performance in both fresh and hardened state. Its fracture behavior for small deformations could be enhanced with a small amount of steel-hooked fibers, obtaining a hybrid fiber-reinforced concrete well suited for structural use. Four types of conventional fiber-reinforced concrete with steel and polyolefin fibers were produced on the basis of the same self-compacting concrete also manufactured as reference. These concrete mixtures were manufactured separately with the same fiber contents being subsequently used for two more hybrid mixtures. Fracture properties, in addition to fresh and mechanical properties, were assessed. The research showed both synergies (with the two types of fibers working together in the fracture processes) and an improvement of the orientation and distribution of the fibers on the fracture surface. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:57 / 65
页数:9
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