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：8
页码：16826
DOI：10.15680/IJIRSET.2017.0608154
出版社：S&S Publications
摘要：The Structural Concrete at present used normally resist high compressive forces but is brittle and isweak in tension.In order to increase the tensile strength of concrete various grades of steel like Fe415 are used. Theobjective of the present investigation is to evaluate the structural behaviour of Fe500 as an alternate material fordurable concrete as per codal provision by using limits state method. The structural behaviour of Fe500 is evaluated interms of deflection, flexural strength, cracks and bond strength are designed by various grades of concrete Viz M30,M35 and M40.Finite Element based model have becomes progressively popular and are considered to afford the closestapproximation of actual behavior of the structure along with finite element models. For Getting the Accuracy of theresults Beam models are created by using Finite element software ANSYS. The experimental and Theoreticalcalculation are carried out by as per IS 456-2000 codal provision.The Final results of experimental and Theoretical calculation are compared with the Finite element analysis.The final results shows the Suitable grade of concrete for Fe500 grade of steel. The Structural behavior of Rcc beamare also analysed and discussed.
关键词：Fe500; Grades of concrete; Cracking moment; Structural behavior; Beam model; Bond strength;ANSYS
