Accuracy of models for mechanical properties of concrete subjected to the elevated temperature

  • Authors

    • Azad A. Mohammed
    • . .
    https://doi.org/10.14419/ijet.v7i3.29.19315
  • Compressive Strength, Elastic Modulus, Elevated Temperature, Regression Analysis, Tensile Strength
  • For the fire safety design of concrete structures and repairing damaged members as a result of fire exposure, accurate equations for the residual mechanical properties of concrete usually required. Equations given by the international codes or proposed by the researchers may not be accurate and should be assessed carefully when applied on the locally produced concretes. In this research study, available data on the residual compressive strength, elastic modulus and tensile strength of concrete mostly from Iraqi sources were collected, analyzed, and equations were proposed for calculating the three mechanical properties. Different response of past proposed models for the mechanical properties against the collected test data is observed. Using regression analysis equations were proposed for calculating the residual compressive strength, splitting tensile strength and elastic modulus of heated concrete. Simple statistical tests indicate that the proposed equations are accurate and safe. There is a chance to use some equations proposed by the researchers and codes but the equation given by the ENV 1992 Code for the residual elastic modulus was found not accurate.

     

     

  • References

    1. [1] ENV 1992-1-2, Design of Concrete Structures- Part 1-2: General rules- structural fire designâ€, European Committee for Standardization, Brussels, 1995.

      [2] L. T. Phan and N. J. Carino, Fire Performance of High Strength Concrete: Research Needs, Advanced Technology in Structural Engineering, ASCE/SEI Structures Congress Proceedings, 2000.

      [3] O. M. A. Al-Hayali, Comparative Study of Some Properties of Concrete Containing Admixtures under Effect of High Temperatures, MSc thesis, University of Mosul, 2006.

      [4] M. S. Abrams, Compressive Strength of Concrete at Temperature of 1600oF, ACI SP-25, 1971, pp. 33-58.

      [5] ENV 1993-1-2,†Design of Steel Structures- Part 1-2: General rules- structural fire designâ€, European Committee for Standardization, Brussels, 1995.

      [6] BS 8110-2, Structural Use of Concrete- Part 2: Code of Practice for Special Circumstances, British Standards Institution, 1985.

      [7] T. T. Lie, T.J. Rowe, and T.D. Lin, Residual Strength of Fire Exposed RC Columns Evaluation and Repair of Fire Damage to Concrete, ACI SP-92, 1986, pp. 153-174.

      [8] V.K.R. Kodur, T.C. Wang and F.P. Cheng, Predicting the Fire Resistance Behavior of High Strength Concrete Columns, Cement and Concrete Composites, Vol. 26, 2004.

      [9] T.T. Lie and R.J. Irwin, Method to Calculate the Fire Resistance of Reinforced Concrete Columns with Rectangular Cross Section,†ACI Structural Journal, Vol. 90, No. 1, 1993.

      [10] L. Li and J.A. Purkiss, Stress-Strain Constitutive Equations of Concrete Material at Elevated Temperatures, Fire Safety Journal, Vol. 40, 2005.

      [11] K.D. Hertz, Concrete Strength for Fire Safety Design, Magazine of Concrete Research, Vol. 57, No. 8, 2005.

      [12] Y.F. Chang, Y.H. Chen, M.S. Sheu and G.C. Yao, Residual Stress-Strain Relationship for Concrete after Exposure to High Temperature, Cement and Concrete Research, Vol. 36, 2006.

      [13] A.Khennane and G. Baker, Uniaxial Model for Concrete under Variable Temperature and Stress, ASCE Journal of Engineering Mechanics, Vol. 119, No. 9, 1993.

      [14] M. Bastami, F. Aslani and M.E. Omran, High- Temperature Mechanical Properties of Concrete, International Journal of Civil Engineering, Vol. 8, No. 4, 2010, pp. 337-351.

      [15] W.I. Khaleel, Influence of High Temperature on Steel Fiber Reinforced Concrete, Journal of Engineering and Development, Vol. 10, No. 3, 2006, pp. 139-150.

      [16] R.B. Abdurrahman, Effect of elevated temperature on some properties of air-entrained steel fibers reinforced concrete, MSc thesis, Mosul University, 2007.

      [17] A.H. Ahmed and I.H Al-Zubady, The use of used engine oil as an admixture in concrete with high temperature, Al-Rafidain Eng. Journal, Vol. 17, No. 6, 2009, pp. 1-13.

      [18] B.Toumi, M. Resheidat, Z. Guemmadi and H. Chabil, Coupled Effect of High Temperature and Heating Time on the Residual Strength of Normal and High- Strength Concretes, Jordan Journal of Civil Engineering, Vol. 3, No. 4, 2009, pp. 322-330.

      [19] D.B. Kulkarni and S.N. Patil, Comparative Study of Effect of Sustained High Temperature on Strength Properties of Self-Compacting Concrete and Ordinary Conventional Concrete, International Journal of Engineering and Technology, Vol. 3, No. 2, 2011, pp. 106-118.

      [20] A.H. Ahmed and Y.H. Shaker, Effect of high temperature on bond strength in entrained air reinforced concrete, Al-Rafidain Eng. Journal, Vol. 21, No. 1, 2013, pp. 57-66.

      [21] D. A. Al-Barznge, Effect of cement content, water-cement ratio and moisture content on properties of concrete at high temperature, MSc thesis, University of Mosul, 2015.

      [22] M.S. Morsy, S.H. Alsayed and M. Aqel, Effect of Elevated Temperature on Mechanical Properties and Microstructure of Silica Flour Concrete, International Journal of Civil and Environmental Engineering, Vol. 10, No. 01, pp. 1-6.

      [23] S. Hachemi, A. Ounis and S. Chabi, Evaluating Residual Mechanical and Physical Properties of Concrete at Elevated Temperatures, International Journal of Civil, Architectural Science and Engineering, Vol. 8, No. 2, 2014, pp. 1-6.

      [24] M. S. Essa, G.M. Habeeb and A.N Hussein, Flexural Behavior of Reinforced Concrete Partially Restrained Slab Specimens Subjected to Fire Flame, The Iraqi Journal For Mechanical And Material Engineering, Special Issue (B), pp. 211-225.

      [25] A.Lau, Effect of High Temperatures on Normal Strength Concrete and High Performance Concrete Containing Steel Fibers, M.Phil. The Hong Kong Polytechnic University, 2003.

      [26] S. R. Al-Owaisy, Evaluation of the Relationship between Compressive Strength and UPV of HSC Exposed to High Temperatures, Al-Qadisiya Journal For Engineering Journal, Vol. 2, No. 2, 2009, and pp. 245-252.

      [27] P. Bazant and J.C. Chern, Stress-induced thermal and shrinkage strains in concrete, ASCE, Journal of Engineering, Vol. 113, No. 10, 1987, pp. 1493-1511.

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  • How to Cite

    A. Mohammed, A., & ., . (2018). Accuracy of models for mechanical properties of concrete subjected to the elevated temperature. International Journal of Engineering & Technology, 7(3.29), 571-576. https://doi.org/10.14419/ijet.v7i3.29.19315