

This paper presents a research of abrasive resistance of classic concrete and micro-reinforced concrete with two types of polypropylene fibers. Water/cement factor was varied from 0.5 to 0.7, while the content (in%) of the remaining components remained constant. An accelerated test of abrasive erosion of concrete was performed on the equipment allowing the high-velocity jet of water/sand mixture to act on the surface of the test specimens. The research results demonstrate that the abrasive resistance of concrete is in an inverse function of the water/cement factor; the concretes with higher compressive strength and higher bending strength have also the higher abrasive resistance; the micro-reinforced concretes demonstrate higher abrasive resistance in comparison to the benchmark concrete. © 2011 Elsevier Ltd. All rights reserved.
| Engineering uncontrolled terms | Abrasive erosionAbrasive resistanceAccelerated testsHigh velocityInverse functionsMicro-reinforced concretePolypropylene fiberPolypropylene fibersRemaining componentResearch resultsTest specimens |
|---|---|
| Engineering controlled terms: | AbrasionAbrasivesBending strengthCompressive strengthConcrete buildingsReinforced concreteThermoplasticsWear resistance |
| Engineering main heading: | Reinforced plastics |
The work reported in this paper is a part of the investigation within the research project TR 36017 “Utilization of by-products and recycled waste materials in concrete composites in the scope of sustainable construction development in Serbia: investigation and environmental assessment of possible applications”, supported by the Ministry for Science and Technology, Republic of Serbia. This support is gratefully acknowledged.
Grdic, Z.J.; University of Nis, Faculty of Civil Engineering and Architecture, Aleksandra Medvedeva 14 Street, Serbia;
© Copyright 2011 Elsevier B.V., All rights reserved.