Welcome to IJSDR UGC CARE norms ugc approved journal norms IJRTI Research Journal | ISSN : 2455-2631
IJSDR
INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH
International Peer Reviewed & Refereed Journals, Open Access Journal
ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.15 (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: August 2022

Volume 7 | Issue 8

Impact factor: 8.15

Click Here For more Info

Imp Links for Author
Imp Links for Reviewer
Research Area
Subscribe IJSDR
Visitor Counter

Copyright Infringement Claims
Indexing Partner
Published Paper Details
Paper Title: Enhancement of Incarceration on Ductile Property of Concrete Beam
Authors Name: Amol Shekhar Gangwar , Anuj Verma
Unique Id: IJSDR2208015
Published In: Volume 7 Issue 8, August-2022
Abstract: We are well aware of the fact that concrete’s ductility and strength rely a lot on the amount of confinement offered due to lateral reinforcement. According to the latest codes of design, the strength design is offered separately against deformability. Evaluating the deformability does not depend on most of the key features of steel and concrete. In this study, RCC beams with curvature ductility and their distinct amounts of confinement are devised with analytical methods using the Hong K N and Han S H model of 2005 and Saaticioglu with Razvi Model of 1992 to compare the results of an experiment. A group of six RCC beams that are rectangular in shape has a similar cross-section and we analyze the major reinforcement with the help of OPENSEES software. Distinct lateral confinement levels of beams are introduced stirrups that have 2 and 3 legs which are offered with a trip of distinct spaces. For experiments only, a group of 6 RCC beans is formed with the help of stirrups offers at spaces of about 100mm, 150mm & about 250mm. A trio of beams has two legs only and another trio has three legs in the stirrups. According to analytics, we find that the ductility of curvature gets enhanced with the lessening of the space of stirrups and an enhancement in the number of stirrup legs, which means the curvature ductility in the beam gets enhanced due to lateral detention The deviation in accordance with the space is higher when you compare it with the legs that stirrups have. This has been devised using both the models. We can see the similar trends with the help of the results of the experiment.The results of the analytics follow the Razvi and Saatcioglu (in 1995) Model and were known to confirm the results of the experiment.
Keywords: Concrete, Beam, Compressive Strength, Tensile, Reinforcement.
Cite Article: "Enhancement of Incarceration on Ductile Property of Concrete Beam", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.7, Issue 8, page no.111 - 117, August-2022, Available :http://www.ijsdr.org/papers/IJSDR2208015.pdf
Downloads: 000102098
Publication Details: Published Paper ID: IJSDR2208015
Registration ID:201071
Published In: Volume 7 Issue 8, August-2022
DOI (Digital Object Identifier):
Page No: 111 - 117
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

Click Here to Download This Article

Article Preview

Click here for Article Preview







Major Indexing from www.ijsdr.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

Track Paper
Important Links
Conference Proposal
ISSN
DOI (A digital object identifier)


Providing A digital object identifier by DOI
How to GET DOI and Hard Copy Related
Open Access License Policy
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Creative Commons License
This material is Open Knowledge
This material is Open Data
This material is Open Content
Social Media
IJSDR

Indexing Partner