Erudite Journal of Engineering, Technology and Management Sciences https://ejetms.com/index.php/ejetms <h1><strong style="font-size: 24px;">Our Vision</strong></h1> <p>Our vision encompasses publishing progressive peer-reviewed research articles par excellence using the open-access model of publication, without any constraint, financial, or other imposed on the readers. Our aim is to build mutually beneficial and long-lasting relationships with our authors and provide them full support throughout the publishing and the post-publishing processes. The Erudite Journal of Engineering Technology and Management Sciences (EJETMS) accepts submissions of a wide range of article types, including original research, reviews and feature articles. The author information section provides specific article requirements to help you turn your research into an article suitable for EJETMS.</p> <p><strong>Mode of Publication: </strong>Online (E-ISSN: 2583-2131)</p> <p><strong>Frequency of Publication: </strong>Quarterly</p> <p><strong>Language: </strong>English</p> <p><strong>Review Time (Duration in Days): </strong>10 working days</p> <p><strong>Articles can be submitted at: </strong> editorejetms@gmail.com, editor@ejetms.com</p> <p><strong>Contact us: </strong>editorejetms@gmail.com, editor@ejetms.com or +91-7382747210</p> Erudite Journal of Engineering Technology and Management Sciences (EJETMS) en-US Erudite Journal of Engineering, Technology and Management Sciences 2583-2131 Comparative analysis on strength and stress-strain behaviour of slurry infiltrated fibrous reinforced concrete https://ejetms.com/index.php/ejetms/article/view/20 <p>The effects of steel mesh and steel fibre orientation on strength properties and stress- strain behaviour of Slurry Infiltrated Fibre Reinforced Concrete (SIFCON) have been studied. In this research, steel mesh of 0.62 mm diameter and aspect ratio of steel fibers 50 mm were used for preparing the specimens. Steel mesh of different percentages (5%, 10% and 15%) was added in parallel orientation and steel fibers were added with 5%, 10% and 15% in both random and parallel orientation.&nbsp; The results of SIFCON and FERRO cement were compared with the normal cement mortar. FERRO cement and SIFCON showed better results on strength parameters and stress-strain behaviour compared to normal cement mortar.&nbsp;&nbsp;&nbsp;&nbsp;</p> P. Narasimha Reddy Damodhara Reddy B. Aruna Jyothy S. Kavyateja B.V Copyright (c) 2022 Erudite Journal of Engineering, Technology and Management Sciences 2022-04-10 2022-04-10 2 1 01 04