Mechanical behavior of steel fiber reinforced concrete has been studied by the direct tensile test. This fiber concrete is obtained by adding machining chips to the bare concrete. Six fiber contents were adopted (W=0.4%, 0.6%, 0.8%, 1%, 1.2% and 1.5%) for two sand over gravel ratio (S/G = 0.8 and S/G = 1). The results obtained showed that the fibers have substantially improved the stiffness and the strength of concrete and conferred a significant ductility to the material for the fiber volume fractions 0.4%, 0.6% and 0.8% (according to the S/G). The value of residual strength observed after cracking of the concrete matrix was of the same order as for the bare concrete for some of the compositions. Besides the tensile tests, compression tests have been performed. These tests showed that adding a low fiber percentage (W = 0.4%) provides a slight increase of the resistance to compression. Values of W greater than 0.8% lower this resistance. We can conclude that the presence of fibers in concrete is positive, bridging of micro cracks and recovery of the efforts through the developed macro cracks. Unfortunately, the reduction of the compactness has led to a decrease in the tensile strength and the compressive strength. The most advantageous fiber contents for compression are W = 0.4% and W = 0.6% for the two ratios .As for the tensile test, the most advantageous fiber contents are 0.6% and 0.8%.
In this experimental study, we are interested in local fiber wavy chips derived from waste machining steel parts. This work has focused on studying the mechanical behavior of reinforced concrete, with this type of fiber, in direct tensile. Direct tensile tests were carried out on samples in free weights section and square (100x100) mm2. This test involves the design and the implementation of special mounting specimens on the tensile machine type Ibertest. Five (05) fibers percentages were retained in (W = 0.5%. W = 0.8%, W = 1%, W = 1.2%, W = 1.5% with W: volume fraction of added fiber) and two (02) concrete witness whose report on gravel sand is equal to: S / G = 0.8 and S / G = 1. The fibers have been characterized to the strength and tear by the tensile test. The interest lies in optimizing the fiber length and the number of undulations to use in a cement matrix, which will improve the mechanical properties especially tensile strength and post-cracking behavior. The comparison of different results obtained in direct tension on different percentages of fiber, as well as two reports showed that the fibers have conferred a significant ductility to the material after cracking of concrete for different percentages of fiber and a strength for improving the S / G = 0.8.
Abstract-This work is a part of industrial waste development program. It is devoted to the study of recyclability, as reinforcement for concrete, of chips resulting from the machining of steel parts. We're interested in this study to the rheological behavior of chips reinforced fresh concrete and its mechanical behavior at a young age. The evaluation of the workability with the LCL workabilimeter showed that optimal sand over gravel ratios are S/G = 0.8. Mechanical characterization tests (direct tension, compressive and flexural) show that the mechanical properties of chips concrete are comparable to those of the two selected reference concretes (concrete reinforced with conventional fibers: Eurosteel fibers corrugated and Dramix fibers). Chips provide a significant increase in strength and some ductility in the post-failure behavior of the composite to concrete witness. Recycling chips as reinforcement for concrete can be favorably considered.
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