UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
Call for Paper
Volume 11 | Issue 5 | May 2024

JETIREXPLORE- Search Thousands of research papers



WhatsApp Contact
Click Here

Published in:

Volume 5 Issue 8
August-2018
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

7.95 impact factor calculated by Google scholar

Unique Identifier

Published Paper ID:
JETIR1808294


Registration ID:
186595

Page Number

986-992

Share This Article


Jetir RMS

Title

EXPERIMENTAL INVESTIGATION ON CFST COLUMNS UNDER CYCLIC LOADING SUBJECTED TO ELEVATED TEMPERATURE

Abstract

The effect of thermal stresses and deformations on the performance of structure due to increase in temperaturehas been studied by experimental investigations carried out on the behavior of self-compaction Concrete Filled Steel Tube (CFST) under cyclic loading at elevated temperatures. The raise in temperature due to fire causes the structural elements to expand and if the expansion is restrained, the internal stresses are introduced which intern effects the expectedload carrying capacity of the structure also results in decrease of stiffness and strength which significantly influences the structural performance. The study includes experimental investigation on a total of 128 specimens that includes 32 specimens of hollow and 96 specimens filled with SCC of grades M20, M30, and M40. The various parameters such as geometry of the specimen – circular section, different L/D ratios, and different grades of self-compaction concrete infill have been selected. The specimens including four L/D ratios and having 33.7 mm outer diameter andconstant thickness 3.2 mm,whichweresubjectedtodifferentelevatedtemperature(i.e.,30°C. 60°C,90°C,120°C, 150°C, 180°C, 200°C and 300°C) and tested. The experimental column strengths are compared with values obtained by Euro code -4. The experimental results indicates that with increase in temperature, the load carrying capacity of CFST decreases. The ultimate load carrying capacity is higher for SCC filled tubes than the hollow tubes and higher for higher grade ofSCC. The required mathematical formula has been proposed to reduce the variation of experimental results in comparison with Euro code-4 formula.

Key Words

CFST, cyclic loading, elevated temperature, self-compactionconcrete,buckling load

Cite This Article

"EXPERIMENTAL INVESTIGATION ON CFST COLUMNS UNDER CYCLIC LOADING SUBJECTED TO ELEVATED TEMPERATURE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 8, page no.986-992, August-2018, Available :http://www.jetir.org/papers/JETIR1808294.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"EXPERIMENTAL INVESTIGATION ON CFST COLUMNS UNDER CYCLIC LOADING SUBJECTED TO ELEVATED TEMPERATURE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 8, page no. pp986-992, August-2018, Available at : http://www.jetir.org/papers/JETIR1808294.pdf

Publication Details

Published Paper ID: JETIR1808294
Registration ID: 186595
Published In: Volume 5 | Issue 8 | Year August-2018
DOI (Digital Object Identifier): http://doi.one/10.1729/Journal.18227
Page No: 986-992
Country: -, -, -- .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


Preview This Article


Downlaod

Click here for Article Preview

Download PDF

Downloads

0002882

Print This Page

Current Call For Paper

Jetir RMS