 |
International Journal for Research Trends and Innovation
International Peer Reviewed & Refereed Journals, Open Access Journal
ISSN Approved Journal No: 2456-3315 | Impact factor: 8.14 | ESTD Year: 2016
Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.14 (Calculate by google scholar and Semantic Scholar | AI-Powered Research Tool) , Multidisciplinary, Monthly, Indexing in all major database & Metadata, Citation Generator, Digital Object Identifier(DOI)
|
Issue: March 2026
Volume 11 | Issue 3
Review Result and Publication of Paper within : 2-3 days
Click Here For more DetailsFor Authors
Forms / Download
Published Issue Details
Editorial Board
Other IMP Links
Facts & Figure
Impact Factor : 8.14
Issue per Year : 12
Volume Published : 11
Issue Published : 118
Article Submitted : 21545
Article Published : 8519
Total Authors : 22414
Total Reviewer : 805
Total Countries : 159
Indexing Partner
Licence
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
|
Published Paper Details
|
|
| Paper Title: | EXPERIMENTAL INVESTIGATIONS ON THE BEHAVIOUR OF RUBBERISED CONCRETE AND ITS USE IN STRUCTURAL COMPONENTS |
| Authors Name: | A.UMA MAHESWARA RAO , G. TEJA |
| Download E-Certificate: | Download |
| Author Reg. ID: |
IJRTI_183607
|
| Published Paper Id: | IJRTI2208117 |
| Published In: | Volume 7 Issue 8, August-2022 |
| DOI: | |
| Abstract: | A ton of waste tyre is created around the world. It is beyond the realm of imagination to expect to release the waste rubber tyre in the earth since they decay very gradually and cause heaps of contamination. In this manner, it is important to have a significant utilization of these wastages. The point of this exploration is to ponder the likelihood of utilizing waste tyre rubber in cement concrete to supplant coarse aggregate. The test program was done to create data about the mechanical properties of rubberised cement concrete. The samples were set up with rate substitutions of the coarse aggregate by 4, 8, 12 and 15 per cent waste tyre rubber aggregate. In addition, a control mix with no substitution of the coarse aggregate was created to make a relative examination. The readied tests comprise of cubes, cylinders, and beams. Material properties were considered before making concrete. Slump test was directed on fresh cement concrete to consider workability. The samples were tried for compressive strength, split tensile strength, flexural strength, modulus of elasticity and impact strength. From this investigation, ideal percentage of rubber crumbs that can be utilized to supplant coarse aggregate in ordinary cement concrete is discovered. The Column-Beam joint is a basic part in a structure as it is basic in building up a definitive limit of all individuals that meet at the joint. The joints are required to have adequate quality and solidness to oppose the interior powers incited by the encircling individuals. This turns out to be much increasingly imperative on account of seismic stacking. An endeavor is made to think about the conduct of Column-Beam joint on the impact of cyclic stacking on outside Column-Beam joint, where the coarse aggregate in cement concrete are moderately supplanted by crumb rubber aggregate. The joint is planned according to the arrangements of IS 456:2000 and SP-34. Column-Beam joint samples of the concrete with various rates of coarse aggregate substitution were thrown and tested. The examined parameters are the malleability, joint contortion, load versus displacement curve, standardized stiffness and split pattern emerging because of cyclic stacking. ANSYS finite element package is utilized for the numerical examination. The numerical outcomes are in great concurrence with trial results. Further investigation is led to know the attainability of utilizing waste tyre rubber aggregate in railroad sleepers. For that, prestressed solid sleepers were cast at Railway yard Tirumangalam, Madurai with 0%, 6%, 8% and 12% rubber aggregate. |
| Keywords: | - |
| Cite Article: | "EXPERIMENTAL INVESTIGATIONS ON THE BEHAVIOUR OF RUBBERISED CONCRETE AND ITS USE IN STRUCTURAL COMPONENTS", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.7, Issue 8, page no.670 - 799, August-2022, Available :http://www.ijrti.org/papers/IJRTI2208117.pdf |
| Downloads: | 000205228 |
| ISSN: |
2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016 An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator |
| Publication Details: |
Published Paper ID: IJRTI2208117
Registration ID:183607
Published In: Volume 7 Issue 8, August-2022
DOI (Digital Object Identifier):
Page No: 670 - 799 Country: -, -, India Research Area: Engineering Publisher : IJ Publication Published Paper URL : https://www.ijrti.org/viewpaperforall?paper=IJRTI2208117 Published Paper PDF: https://www.ijrti.org/papers/IJRTI2208117 |
| Share Article: | |
|
Click Here to Download This Article |
|
| Article Preview | |
|
|
|
Major Indexing from www.ijrti.org
| Google Scholar | ResearcherID Thomson Reuters | Mendeley : reference manager | Academia.edu |
| arXiv.org : cornell university library | Research Gate | CiteSeerX | DOAJ : Directory of Open Access Journals |
| DRJI | Index Copernicus International | Scribd | DocStoc |
ISSN Details
 |
 |
|
ISSN: 2456-3315
Impact Factor: 8.14 and ISSN APPROVED,
Journal Starting Year (ESTD) : 2016
DOI (A digital object identifier)
| Providing A digital object identifier by DOI.ONE How to Get DOI? |
Conference
Open Access License Policy
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Important Details
Join RMS/Earn 300
WhatsApp
Click Here
Click Here
Indexing Partner |
|||
| Copyright © 2026 - All Rights Reserved - IJRTI | |||