Abstract: Manufacturing industry is the backbone of economy of nation. Due to globalization there is stiff competitions in the industry for producing the quality products with reduce cost and increase quality level. As USHA MARTIN is the manufacturing company of wire and wire rope, therefore number of manufacturing process occurs like as pickling, patenting, galvanizing, ,wire drawing ,stranding. During the pickling process the cleaning and phosphate coating process occurs on the rod. During the patenting and galvanizing process heat treatment and zinc coating process occurs. During the wire drawing process first fall out occurs. Wire breakage and ruffledness these two are the major reason of first fall out. Wire breakage is simple breaking of wire during the wire drawing process when machine is running. Ruffledness is non uniform layering of wire in the spool or bobbin. These two play major role in reduction in production, scrap and financial loss of company. On average the loss due to ruffledn

• Publication Date: 25-May-2014
• DOI: 10.15224/978-1-63248-028-6-03-61
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Abstract: The objective of this work is to investigate the toughness property of the fiber reinforced self compacting concrete (FRSCC) through experimental studies. In this work, different (0.5%, 1.0%, 1.5%, and 2%) percent of steel fibers are added by volume of concrete and (0.5% & 1.0%) percent of poly-propylene are added by mass of binding material. To achieve the self compacting concrete (SCC) mix design has been done according to the EFNARC guidelines. The limitations also achieved according to the European guidelines. By using different types of fibers the toughness property of the FRSCC has been studied. To find the toughness of FRSCC the JSCE SF-4 method is used. It has been observed that the toughness increased with increase in percentage (%) of fibers up to 1.5%. While, increase in percentage (%) fiber content beyond 1.5% resulted in lower toughness for the steel fibers. It give the only the limitation of steel fiber for SCC is up to 1.5% of volume of concrete. The comparative study al

• Publication Date: 25-May-2014
• DOI: 10.15224/978-1-63248-028-6-03-62
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• Downloads: 0