Analysis on Fire Resistance of Reinforced Concrete Wall

Yong Qian Zheng; Jin Ping Zhuang

doi:10.4028/www.scientific.net/AMR.243-249.797

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Analysis on Fire Resistance of Reinforced Concrete...

Analysis on Fire Resistance of Reinforced Concrete Wall

Abstract:

Fire resistance design of Reinforced concrete wall is one of the important issues for structural safety. The sequentially coupled thermal-stress analysis method in ABAQUS software is used to calculate the fire resistance of walls. The results of a parametric study to examine the influences of parameters, such as axial load level, lateral load level, height-to-thickness ratio, wall thickness, material strengths, steel reinforcement ratio and concrete protection thickness to reinforcements on fire resistance of RC walls are presented.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

797-800

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.797

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Online since:

May 2011

Authors:

Yong Qian Zheng, Jin Ping Zhuang

Keywords:

Fire Resistant, Parametric Analysis, Reinforced Concrete (RC) Wall

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References

[1] D.A. Crozier and J.G. Sanjayan: ACI Struct. J. Vol. 97 (2000). p.243

Google Scholar

[2] J. Selih, A.C.M. Sousa and T.W. Bremner: J. of Eng. Mech. Vol. 120 (1994). p. (2028)

Google Scholar

[3] R. Ongah, P.A. Mendis and J.G. Sanjayan, in: Fire performance of high strength reinforced concrete walls, edited by Y.C. Loo, S.H. Chowdhury and S. Fragomeni, Proc. of 17th Aust. Conf. on the Mech. of Struct. and Mat. (ACMSM17), Taylor & Francis Publisher (2002). p.199

Google Scholar

[4] H.M. Ren: Fire Response and Fire Resistance Design of HPC Shear Walls. Deg. Diss of Tongji Univ. Shanghai. 2006. (In Chinese)

Google Scholar

[5] J.Z. Xiao, J. Li, S.X. Wu, et al.: J. of Tongji Univ. Vol. 31 (2003). p.783. (In Chinese)

Google Scholar

[6] L.C.S. Lim: Stability of Precast Concrete Tilt Panels in Fire. Fire Eng. Res. Rep. 00/8. Univ. of Canterbury. New Zealand. (2000)

Google Scholar

[7] Y.Q. Zheng: The World of Building Materials. Vol. 30 (2009). p.37. (In Chinese)

Google Scholar

[8] T.T. Lie and E.M.A. Denham: Factors Affecting the Fire Resistance of Square Hollow Steel Columns Filled With Bar-Reinforced Concrete Int. Rep. No. 650. NRCC. Canada. (1993)

Google Scholar

[9] L.Y. Li, J. Purkiss: Fire Safety J. Vol. 40 (2005). p.669

Google Scholar

[10] AIJ. Recommendations for design and construction of concrete filled steel tubular structures (Architectural Institute of Japan. Japan 1997)

Google Scholar