期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2017
卷号：6
期号：4
页码：6019
DOI：10.15680/IJIRSET.2017.0604235
出版社：S&S Publications
摘要：This paper deals with the study of the effect of partial replacement of cement with iron dust and thenaddition of steel fibers. Iron dust are industrial by-products generated from the milling industry and factories. It can bemainly obtain by grinding and lathing of the iron product. This is a waste material used as a pozzolanic material inconcrete to increase durability and strength. It is very important to take appropeat particle size of iron dust. Iron dustreplaced with cement then particle size of iron dust is less than 0.75 micron. Steel fibre produced as a by-product fromindustrial processes. The use of steel fibre has led to the improvement of the concrete mechanical properties such asmaterial toughness in tension and also durability. Steel Fibres are generally utilized in concrete to manage the plasticshrink cracking and drying shrink cracking. The length of steel fibres is 30mm and diameter is 0.75mm and aspect ratio40. Commercial production of steel fibres for use in concrete is also available now a day. In present investigation anattempt is made to evaluate the workability, compressive strength, , split tensile strength and flexural strength on thereplacement of iron dust in the percentage of 0%,2%, 4%,6%, 8% by the weight of cement. Then investigate the result.Fixed the percentage of iron dust in maximum result then adding the steel fibres in the percentage of 0.5%, 1%, 1.5%,2%. Standard cube of 150X150X150mm will be cast and tested for obtaining 28-day compressive strength. Standardcylinder of 150mm diameter and 300mm height will be cast and tested for split tensile strength. Standard beam of500X100X100 will be cast and tested for flexural strength. Then analyze all the result mathematically and graphically.
