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An Experimental Investigation on Effect of High Temperatures on Steel

Bolishetti Chaitanya1 , S Sunil Pratap Reddy2 , Muchakurthi Karthik3

  1. Department of Civil Engineering, Vaagdevi college of Engineering, Warangal, India.
  2. Department of Civil Engineering, Vaagdevi college of Engineering, Warangal, India.
  3. Department of Civil Engineering, Vaagdevi college of Engineering, Warangal, India.

Correspondence should be addressed to: chaitanya.bolishetti@gmail.com.

Section:Research Paper, Product Type: Journal Paper
Volume-5 , Issue-9 , Page no. 156-163, Sep-2017

CrossRef-DOI:   https://doi.org/10.26438/ijcse/v5i9.156163

Online published on Sep 30, 2017

Copyright © Bolishetti Chaitanya, S Sunil Pratap Reddy, Muchakurthi Karthik . This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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IEEE Style Citation: Bolishetti Chaitanya, S Sunil Pratap Reddy, Muchakurthi Karthik, “An Experimental Investigation on Effect of High Temperatures on Steel,” International Journal of Computer Sciences and Engineering, Vol.5, Issue.9, pp.156-163, 2017.

MLA Style Citation: Bolishetti Chaitanya, S Sunil Pratap Reddy, Muchakurthi Karthik "An Experimental Investigation on Effect of High Temperatures on Steel." International Journal of Computer Sciences and Engineering 5.9 (2017): 156-163.

APA Style Citation: Bolishetti Chaitanya, S Sunil Pratap Reddy, Muchakurthi Karthik, (2017). An Experimental Investigation on Effect of High Temperatures on Steel. International Journal of Computer Sciences and Engineering, 5(9), 156-163.

BibTex Style Citation:
@article{Chaitanya_2017,
author = {Bolishetti Chaitanya, S Sunil Pratap Reddy, Muchakurthi Karthik},
title = {An Experimental Investigation on Effect of High Temperatures on Steel},
journal = {International Journal of Computer Sciences and Engineering},
issue_date = {9 2017},
volume = {5},
Issue = {9},
month = {9},
year = {2017},
issn = {2347-2693},
pages = {156-163},
url = {https://www.ijcseonline.org/full_paper_view.php?paper_id=1448},
doi = {https://doi.org/10.26438/ijcse/v5i9.156163}
publisher = {IJCSE, Indore, INDIA},
}

RIS Style Citation:
TY - JOUR
DO = {https://doi.org/10.26438/ijcse/v5i9.156163}
UR - https://www.ijcseonline.org/full_paper_view.php?paper_id=1448
TI - An Experimental Investigation on Effect of High Temperatures on Steel
T2 - International Journal of Computer Sciences and Engineering
AU - Bolishetti Chaitanya, S Sunil Pratap Reddy, Muchakurthi Karthik
PY - 2017
DA - 2017/09/30
PB - IJCSE, Indore, INDIA
SP - 156-163
IS - 9
VL - 5
SN - 2347-2693
ER -

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Abstract

The behaviour of RC beam and column members at elevated temperatures are being studied experimentally andanalytically widely. However, hardly any attention is given towards analyzing the behaviour of structures with SFRC, e.g. SFRC beams, columns, portal frame etc. exposed to fire. Herein, is a paper research to study the impact of fire on steel reinforcement in reinforce concrete structures at elevated temperature that analyzed by means of a three dimensional (3D) nonlinear transient thermo-mechanical finite element (FE) analysis and validated with commercially software ANSYS and SAFIR.

Key-Words / Index Term

High Temperature on Steel, Mechanical Loads, Safir, GFRP

References

[1]. Ali, F., Najdai, A., and Choi, S. (2010). “Numerical and Experimental Investigation of the Behavior of High Strength Concrete Columns in Fire.” EngineeringStructures, 32(5), 1236-1243.
[2]. Altun, F., Haktanir, T., and Ari, K. (2007). “Effects of Steel Fiber Addition on Mechanical Properties of Concrete and RC Beams.” Construction and BuildingMaterials, 21(3), 654-661.
[3]. Arioz, O. (2007). “Effects of Elevated Temperatures on Properties of Concrete.” Fire Safety Journal, 42(8), 516-522.
[4]. Balaguru, N., and Shah, S. P. (1992). “Fiber Reinforced Cement Composites.” McGraw-Hill, New York
[5]. Behbahani, H. P., Nematollahi, B., Sam, A. R. M., and Lai, F. C. (2012). “Flexural Behavior of Steel-Fiber-Added-RC (SFARC) Beams With C30 and C50 Classes of Concrete.” International Journal of Sustainable Construction Engineering & Technology, 3(1), 54-64.