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On-line diagnosis method of crack behavior abnormality in concrete dams based on fluctuation of sequential parameter estimates

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Abstract

Research on on-line diagnosis method of crack behavior abnormality in concrete dams can provide support for timely grasping abnormality state of the crack itself and achieving real-time monitoring of the dam safety. Considering that samples of crack effects in concrete dams increase actually over monitoring time, a superiority criterion for the on-line diagnosis is determined so as to detect the abnormality moments timely and reliably. By integrating the safety monitoring statistical model of crack effect variable with change point theory, a fluctuation method of regression coefficients is established for the on-line diagnosis. In addition, each abnormality moment is detected by the cumulative sum of regression model residuals. Results indicate that abnormality of crack behavior in concrete dams can be characterized by structural instability of crack monitoring model. And causes of crack behavior abnormality can be analyzed by the established method, which will play an important role in dam safety monitoring. Further, taking the crack in a concrete gravity-arch dam as an example, the scientific rationality and validity of the established on-line diagnosis method are confirmed.

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References

  1. Wu Z, Gu C. Safety Monitoring Theory and Its Application of Hydraulic Structures. Beijing: Higher Education Press, 2003

    Google Scholar 

  2. Shen Z, Chen Y, Wang C, et al. Development of real-time monitoring and early warning system of dam safety. Adv Sci Tech Water Resour, 2010, 30: 68–72

    Google Scholar 

  3. International Commission on Large Dams. Inspection of Dams Following Earthquakes-Guidelines, Bulletin 62, Committee on Seismic Aspects of Dam Design, Paris. 1988

    Google Scholar 

  4. Wieland M, Brennerand R P, Sommer P. Earthquake resiliency of large concrete dams: Damage, repair, and strengthening concepts. In: Proceedings of 21th Congress of International Commission on Large Dams. Montreal, Canada, 2003. 388–397

    Google Scholar 

  5. Plizzari G A. LEFM applications to concrete gravity dams. J Eng Mech-ASCE, 1997, 123: 808–815

    Article  Google Scholar 

  6. Araujo J M, Awruch A M. Cracking safety evaluation on gravity concrete dams during the construction phase. Comput Struct, 1998, 66: 93–104

    Article  MATH  Google Scholar 

  7. Abdulrazeg A A, Noorzaei J, Khanehzaei P, et al. Effect of temperature and creep on roller compacted concrete dam during the construction stages. Cmes Comp Model Eng, 2010, 68: 239–268

    Google Scholar 

  8. Abdulrazeg A A, Khanehzaei P, Noorzaei J, et al. Cracking Safety Evaluation of Massive Concrete Structures. In: Fracture and Strength of Solids. Kuala Lumpur, Malaysia, 2011, 1403–1408

    Google Scholar 

  9. Barpi F, Valente S. Subcritical crack propagation under cyclic load of concrete structures. Mag Concrete Res, 2010, 62: 489–496

    Article  Google Scholar 

  10. Dan L, Lizhe L. Study and engineering practice on cracks control measures for concrete face slab of high CFRD. Future Material Res Ind Appl, 2012, 455–456: 1606–1611

    Google Scholar 

  11. Ekstrom T. Safety of cracked buttress dams-an example. In: Dams and Reservoirs, Societies and Environment in the 21st Century. Barcelona, 2006. 679–686.

    Chapter  Google Scholar 

  12. Malm R, Ansell A. Cracking of concrete buttress dam due to seasonal temperature variation. Aci Struct J, 2011, 108: 13–22

    Google Scholar 

  13. Pan J W, Feng Y T, Jin F, et al. Comparison of different fracture modelling approaches to gravity dam failure. Eng Computation, 2014, 31: 18–32

    Article  Google Scholar 

  14. Jin F, Hu W, Pan J W, et al. Comparative study procedure for the safety evaluation of high arch dams. Comput Geotech, 2011, 38: 306–317

    Article  Google Scholar 

  15. Mirzabozorg H, Kianoush R, Jalalzadeh B. Damage mechanics approach and modeling nonuniform cracking within finite elements for safety evaluation of concrete dams in 3D space. Struct Eng Mech, 2009, 33: 31–46

    Article  Google Scholar 

  16. Ren Q W, Li Q, Liu S. Research advance in failure risk and local strength failure for high arch dams. Chin Sci Bull, 2012, 57: 4672–4682

    Article  Google Scholar 

  17. Wang S S, Ren Q W. Dynamic response of gravity dam model with crack and damage detection. Sci China Tech Sci, 2011, 54: 541–546

    Article  Google Scholar 

  18. Wang W M, Ding J X, Wang G J, et al. Stability analysis of the temperature cracks in Xiaowan Arch Dam. Sci China Tech Sci, 2011, 54: 547–555

    Article  MATH  Google Scholar 

  19. Zheng D, Huo Z, Li B. Arch-dam crack deformation monitoring hybrid model based on XFEM. Sci China Tech Sci, 2011, 54: 2611–2617

    Article  MATH  Google Scholar 

  20. Kaplan M F. Crack propagation and the fracture of concrete. J Am Concrete Institute, 1961, 58: 591–610

    Google Scholar 

  21. Hillerborg A, Modeer M, Peterson P E. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cement Concrete Res, 1976, 6: 773–782

    Article  Google Scholar 

  22. Bazant Z P, Oh B H. Crack band model for concrete. Mater Struct, 1983, 16: 155–177

    Google Scholar 

  23. Mazars J M, Pijaudier C G. Continuum damage theory-application to concrete. J Eng Mech-ASCE, 1989, 115: 345–365.

    Article  Google Scholar 

  24. Cervera M, Oliver J, Faria R. Seismic evaluation of concrete dam via continuum damage model. Earthq Eng Struct D, 1995, 24: 1225–1245

    Article  Google Scholar 

  25. Li X, Xu H, Gu C, et al. Abnormality diagnosis of cracks based on wavelet analysis and cusp catastrophe model. J Hohai Univ (Natural Sciences), 2005, 33: 301–305

    Google Scholar 

  26. Li X, Xu H, Gu C, et al. Detecting abnormality point of dam crack based on phase plane. J Basic Sci Eng, 2007, 15: 177–182

    Google Scholar 

  27. Bao T, Yu H. Detection of subcritical crack propagation for concrete dams. Sci China Series E-Tech Sci, 2009, 52: 3654–3660

    Article  MATH  Google Scholar 

  28. Bao T. Chaotic characteristics, analysis theories and methods of cracks in concrete dams. Dissertation of Doctor Degree. Nanjing: Hohai University, 2004

    Google Scholar 

  29. Gu C, Li Z, Xu B. Abnormality diagnosis of cracks in the concrete dam based on dynamical structure mutation. Sci China Tech Sci, 2011, 54: 1930–1939

    Article  MATH  Google Scholar 

  30. Li Z, Gu C, Wu Z. Nonparametric change point diagnosis method of concrete dam crack behavior abnormality. Math Probl Eng, 2013, doi:10.1155/2013/969021

    Google Scholar 

  31. Li Z, Li H, Liu Q. Complete sequence small probability method for concrete dam crack behavior abnormality diagnosis. Disaster Adv, 2013, 6: 257–264.

    Google Scholar 

  32. Li Z, Wang J, Bao T, et al. Improved safety monitoring model of crack in concrete dams. In: Proceedings of the 12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments-Earth and Space, Honolulu, HI, 2010. 559–566

    Google Scholar 

  33. Bao T, Qin D, Zhou X, et al. Abnormality monitoring model of cracks in concrete dams. Sci China Tech Sci, 2011, 54: 1914–1922

    Article  MATH  Google Scholar 

  34. Bažant Z P, Becq-Giraudon E. Statistical prediction of fracture parameters of concrete and implications for choice of testing standard. Cement Concrete Res, 2002, 32: 529–556

    Article  Google Scholar 

  35. Aue A. Sequential change-point analysis based on invariance princples. Dissertation of Doctor Degree. Koeln: Universitaet zu Koeln, 2003

    Google Scholar 

  36. Li Z, Gu C, Wu Z. Abnormality diagnosis of cracks in the concrete based on double crack tip opening displacement criterion. Sci China Tech Sci, 2013, 56: 1915–1928

    Article  MATH  Google Scholar 

  37. Gu C, Qin D, Li Z, et al. Study on semi-parametric statistical model of safety monitoring of cracks in concrete dams. Math Probl Eng, 2013, doi:10.1155/2013/874629

    Google Scholar 

  38. Chu C S J, Stinchcombe M, White H. Monitoring structural change. Econometrica J Econometric Society, 1996: 1045-1065

  39. Horváth L, Hušková M, Kokoszka P, et al. Monitoring changes in linear models. J Stat Plan Infer, 2004, 126: 225–251

    Article  MATH  Google Scholar 

  40. Ghosh B, Sen P. Handbook of Sequential Analysis. New York: Marcel Dekker, 1991

    MATH  Google Scholar 

  41. Robbins H. Statistical methods related to the law of the iterated logarithm. Ann Mathematical Statistics, 1970, 41: 1397–1409

    Article  MATH  Google Scholar 

  42. Xia Z. Detecting structural changes in statistical models sequentially. Dissertation of Doctor Degree. Xi’an: Northwest University, 2009

    Google Scholar 

  43. Aue A, Horváth L. Delay time in sequential detection of change. Stat Probabil Lett, 2004, 67: 221–231

    Article  MATH  Google Scholar 

  44. Lai T L. Sequential analysis: some classical problems and new chalenges. Statist Sinica, 2001, 11: 303–350

    MATH  MathSciNet  Google Scholar 

  45. Phillips P, Durlauf S. Multiple time series regression with integrated processes. Review Economic Studies, 1986, 53: 473–495

    Article  MATH  MathSciNet  Google Scholar 

  46. Wooldridge J, Halbert W. Some invariance principles and central limit theorems for dependent heterogeneous processes. Econometric Theory, 1988, 4: 210–230

    Article  MathSciNet  Google Scholar 

  47. Zeileis A, Leisch F, Kleiber C, et al. Monitoring structural change in dynamic econometric models. J Appl Econometrics, 2005, 20: 99–121

    Article  MathSciNet  Google Scholar 

  48. Leisch F, Hornik K, Kuan C M. Monitoring structural changes with the generalized fluctuation test. Econometric Theory, 2000, 16: 835–854

    Article  MATH  MathSciNet  Google Scholar 

  49. Horvath L, Kokoszka P, Steinebach J. On sequential detection of parameter changes in linear regression. Stat Probabil Lett, 2007, 77: 885–895

    Article  MATH  MathSciNet  Google Scholar 

  50. Csörgö M, Horváth L. Limit Theorems in Change-Point Analysis. New York: Wiley, 1997

    MATH  Google Scholar 

  51. Hušková M, Kirch C. Bootstrapping sequential change-point tests for linear regression. Metrika, 2012, 75: 673–708

    Article  MATH  MathSciNet  Google Scholar 

  52. Aue A, Horváth L. Structural breaks in time series. J Time Ser Anal, 2013, 34: 1–16

    Article  MATH  Google Scholar 

  53. Wu Z. Theory and Testing Technology of Dam Safety Monitoring. Beijing: China Water Power Press, 2009

    Google Scholar 

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Li, Z., Gu, C., Wang, Z. et al. On-line diagnosis method of crack behavior abnormality in concrete dams based on fluctuation of sequential parameter estimates. Sci. China Technol. Sci. 58, 415–424 (2015). https://doi.org/10.1007/s11431-014-5760-5

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  • DOI: https://doi.org/10.1007/s11431-014-5760-5

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