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Volume 17 Issue 2
Jun 2006
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Article Contents
Xi-wu ZHOU, Jun WEI, Xin LUO. Determination and Application of the Sharp Degradation Point of Concrete under Environmental Actions. Journal of Earth Science, 2006, 17(2): 181-184.
Citation: Xi-wu ZHOU, Jun WEI, Xin LUO. Determination and Application of the Sharp Degradation Point of Concrete under Environmental Actions. Journal of Earth Science, 2006, 17(2): 181-184.

Determination and Application of the Sharp Degradation Point of Concrete under Environmental Actions

Funds:

the National Natural Science Foundation of China 50538070

the National Natural Science Foundation of China 50578068

More Information
  • Corresponding author: ZHOU Xi-wu, E-mail: xiwuzhou@163.com
  • Received Date: 15 Oct 2005
  • Rev Recd Date: 25 Mar 2006
  • To study the sharp degradation point of concrete durability, damage at the characteristic failure point under loads was first obtained by the application of the one-dimensional stress-strain relationship of Saenz. Then based on the principle that damage at the characteristic failure point subjected to loads is equal to the damage in accordance with the characteristic point of concrete durability under environmental actions, the sharp degradation point of concrete durability was determined. The results were applied to the case of concrete suffering freeze-thaw actions. Good accordance between experimental results and forecasted results indicated the reliability of this method.

     

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  • Akhras, N.M., 1998. Detecting Freezing and Thawing Damage in Concrete Using Signal Energy. Cement and Concrete Research, 28(9): 1275~1280 doi: 10.1016/S0008-8846(98)00101-X
    Alliche, A., Francois, D., 1986. Fatigue Behavior of Hardened Cement Paste. Cem. Concr. Res., 16(2): 199-206 doi: 10.1016/0008-8846(86)90136-5
    Alliehe, A., Francois, D., 1 992. Damage of Concrete in Fatigue. ASCE Journal of Engineering Mechanics, 118 (11): 285-297
    Guan, Y.G., Sun, W., Miu, C.W. 。2001. Analysis onDeterioration Characteristic Point of High Strength Concrete under Freeze-Thaw Cycles. Journal 0f Southeast University, 31(6): 26-29(in Chinese with English Abstract)
    Hisham, Y.Q., Iqbal, A.M., 2003. The Use of USPV tO Anticipate Failure in Concrete under Compression. Cement and Concrete Research, 33(12): 2017-2021 doi: 10.1016/S0008-8846(03)00218-7
    Jiang, J.J., Lu, X.Z., Ye, L.P., 2005. Finite Element Analysis of Concrete Structures. Tsinghua University Press. Beijing. 111-112(in Chinese)
    Li, Z.X., 2002. Damage Mechanics and Its Application. Science Press, Beijing. 16--18(in Chinese)
    Rostam, S., 1993. Service Life Design-The European Approach. ACI Concrete International, 15(7): 24-32
    Wei, J., Wu, X.H., Zhao, X.L., 2003. A Model for Concrete Durability Degradation in Freeze-Thawing Cycles. Acta Mechanica Solida Sinica, 16(4): 353-358
    Wu, X.H., 2002. Research on the Deterioration Process of Concrete Durability under Freeze-Thaw Cycles: [Dissertation]. Huazhong University of Science and Teehnology, Wuhan(in Chinese with English Abstract)
    Zhao, X.L., 2001. Research on Durability of High Performance Concrete in Cold Areas and Evaluation Methods. Harbin Institute of Technology, Harbin(in Chinese)
    Zhao, X.L., 2003. Research on Damage Evolution Law of Concrete under Freeze-Thaw Cycles: [Dissertation]. Huazhong University of Science and Technology, Wuhan (in Chinese)
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