IJSDR
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
open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15

Issue: April 2024

Volume 9 | Issue 4

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: Parametric Study of Hollow Core Steel-Concrete-Steel Circular Composite Column Subjected to Eccentric Loading
Authors Name: Valiya Nayan Ranachhodbhai , Prof (Dr.) G M Tank , Prof. K A Parmar
Unique Id: IJSDR2306175
Published In: Volume 8 Issue 6, June-2023
Abstract: In modern era construction industry has experienced high growth, due to high growth material requirements are drastically increased, to cope up with these requirements we need to think about more efficient material. Composite buildings prove to be promising for multi-story building. As a result, composite columns have recently undergone increased usage throughout the world, in a composite column both the steel and concrete would resist the external loading by interacting together by bond and friction. The concrete and steel are combined in such a fashion that the advantages of both the materials are utilized effectively in composite column. The steel tube provides formwork for the concrete, steel tubes prevent excessive concrete spalling and composite columns add significant stiffness to a frame. This work describes a study of composite column using finite element analysis. Finite element analysis of Hollow core Steel-concrete-steel (HC-SCS) composite columns under eccentric compression is carried out using ANSYS (workbench) software. By changing the different parameters, the behavior of (HC-SCS) composite columns under eccentric compression is to be study. The column parameters examined included the thickness of inner and outer tube; Diameter of outer as well as Inner tube and conventional column is prepared in ANSYS software. Comparison is derived based on the different results derived from above analyzed models.
Keywords: Composite, Steel, Concrete, ANSYS (workbench), Column, Eccentric Loading
Cite Article: "Parametric Study of Hollow Core Steel-Concrete-Steel Circular Composite Column Subjected to Eccentric Loading", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.8, Issue 6, page no.1250 - 1254, June-2023, Available :http://www.ijsdr.org/papers/IJSDR2306175.pdf
Downloads: 000337350
Publication Details: Published Paper ID: IJSDR2306175
Registration ID:207319
Published In: Volume 8 Issue 6, June-2023
DOI (Digital Object Identifier):
Page No: 1250 - 1254
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