Journal of Scientific and Technical Research (Sharda University, Noida)

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Effect of Elevated Temperature on Steel Structural Buildings


Affiliations
1 Department of Civil Engineering, Sharda University, Greater Noida, Uttar Pradesh, India
2 Structural and Civil Engineering Consultants, New Delhi, India
     

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The structural steel elements of buildings are normally not subjected to full design strength, under normal operation. Structural steel is a non-combustible material and its properties can be affected by elevated temperatures. The terrorist attack on multi-storey steel structure World Trade Centre in New York is worst event in the history, which resulted in tragic loss of lives. Therefore, high rise steel buildings must be able to resist high temperatures so that there is a minimum damage to the structure. The main purpose of this paper is to investigate the temperature effects on multi-storey steel building subjected to elevated temperature. In this paper, a study is made to investigate the effect of elevated temperature on structural elements of steel buildings. The main properties of steel that were found to change with an increase in temperature from 20 degree centigrade to 1400 °C are modulus of elasticity of steel, and yield strength of the structural steel. High grade steel, Fe410 was found to better resist the temperature changes as compared to Fe250. These results are expected to help the designers and planners in making appropriate provisions for providing a higher temperature resistance to the steel structures.

Keywords

ANSYS, Deformation, High Temperature, STAAD Pro V8i, Steel Members, Thermal Analysis.
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  • ASTM E21-09, “Standard test methods for elevated temperature tension tests of metallic materials,” ASTM International, West Conshohocken, PA, USA, 2009.

  • EN 10025-6, “Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition,” BSI, London, UK, 2004.

  • EN 10149-2, “Hot rolled flat products made of high yield strength steels for cold forming Part 2: Technical delivery conditions for thermo-mechanically rolled steels,” BSI, London, UK, 2013.

  • ISO 834-1, “Fire resistance tests - Elements of building construction Part 1: General requirements,” International Standards Organisation, 1999.

  • ISO 6892-2, “Metallic materials - Tensile testing Part 2: Method of test elevated temperature,” International Standards Organisation, 2009.

  • B. R. Kirby, and R. R. Preston, “High temperature properties of hot-rolled, structural steels for use in fire engineering design studies,” Fire Safety Journal, vol. 1327-1337, 1988.

  • V. K. R. Kodour, M. M. S. Dwaikat, and R. Fike, “High temperature properties of steel for fire resistance modelling of structures,” Journal of Materials in Civil Engineering, vol. 22, no. 5, pp. 423-434, 2010.

  • J. Pauli, D. Somaini, M. Knobloch, and M. Fontana, “Experiments on steel under fire conditions,” Swiss Federal Institute of Technology Zurich, Institute of Structural Engineering, 2012.

  • X. Qiang,, F. Bijlaard, and H. Kolstein, “Dependence of mechanical properties of high strength steel S690 on elevated temperatures,” Construction and Building Materials, vol. 30, pp. 73-79, 2012.

  • L. Twilt, “Strength and deformation properties of steel at elevated temperatures: Some practical implications,” Fire Safety Journal, vol. 13, pp. 9-15, 1998.

  • A. Law, J. Stern-Gottfried, and N. Butterworth, “A risk based framework for time equivalence and fire resistance,” Fire Technol., vol. 51, pp. 771-784, 2015.

  • T. Gernay, N, ElhamiKhorasani, and M. Garlock, “Fire fragility curves for steel buildings in a community context: A methodology,” EngStruct., vol. 113, pp. 259-276, 2016.

  • N. ElhamiKhorasani, M. Garlock, and P. Gardoni, “Probabilistic performance-based evaluation of a tall fires,” J. Struct Fire Eng., vol. 7, pp. 193-213, 2016.

  • E. Rackauskaite, P. Kotsovinos, A. E. Jeffers, and G. Rein, “Structural analysis of multi-storey steel frames exposed to travelling fires and traditional design fires,” Engg. Struct., vol. 150, pp. 271-287, 2017.

  • F. Sadek, J. A. Main, H. S. Lew, S. D. Robert, V. P. Chiarito, and S. El-Tawil, “An experimental and computational study of steel moment connections under a column removal scenario,” NIST Technical Note 1669, 2010.

  • BSI, BS ISO 834-10, “Fire resistance tests. Elements of building construction. Specific requirements to determine the contribution of applied fire protection materials to structural steel elements,” 2014.

  • D. Harshad, and Mahale, “Behavior of steel structure under the effect of fire loading,” International Journal of Engineering Research and Applications, vol. 6, no. 5(part-5), pp. 42-46, 2016.

  • V. Saulnier, S. Durif, A. Bouchair, P. Audebert, and M. Lahmar, “Experimental studies of unprotected and protected steel structures under fire,” Applications of Structural Fire Engineering, Dubrovnik, Croatia, 15-16 Oct. 2015.

  • M. Mahmoud, and El-Heweity, “Behavior of portal frames of steel hollow sections exposed to fire,” Alexendria Engineering Journal, vol. 51, pp. 95-107, 2012.


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  • Effect of Elevated Temperature on Steel Structural Buildings

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Authors

Veerendra Singh
Department of Civil Engineering, Sharda University, Greater Noida, Uttar Pradesh, India
Gaurav Saini
Department of Civil Engineering, Sharda University, Greater Noida, Uttar Pradesh, India
Praveen Chander Ragtah
Structural and Civil Engineering Consultants, New Delhi, India

Abstract


The structural steel elements of buildings are normally not subjected to full design strength, under normal operation. Structural steel is a non-combustible material and its properties can be affected by elevated temperatures. The terrorist attack on multi-storey steel structure World Trade Centre in New York is worst event in the history, which resulted in tragic loss of lives. Therefore, high rise steel buildings must be able to resist high temperatures so that there is a minimum damage to the structure. The main purpose of this paper is to investigate the temperature effects on multi-storey steel building subjected to elevated temperature. In this paper, a study is made to investigate the effect of elevated temperature on structural elements of steel buildings. The main properties of steel that were found to change with an increase in temperature from 20 degree centigrade to 1400 °C are modulus of elasticity of steel, and yield strength of the structural steel. High grade steel, Fe410 was found to better resist the temperature changes as compared to Fe250. These results are expected to help the designers and planners in making appropriate provisions for providing a higher temperature resistance to the steel structures.

Keywords


ANSYS, Deformation, High Temperature, STAAD Pro V8i, Steel Members, Thermal Analysis.

References