Structural Monitoring and Maintenance

  • 제3권2호
  • /
  • Pages.129-144
  • /
  • 2016
  • /
  • 2288-6605(pISSN)
  • /
  • 2288-6613(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Existing concrete dams: loads definition and finite element models validation

  • Colombo, Martina (Department of Civil and Environmental Engineering, Politecnico di Milano) ;
  • Domaneschi, Marco (Department of Civil and Environmental Engineering, Politecnico di Milano) ;
  • Ghisi, Aldo (Department of Civil and Environmental Engineering, Politecnico di Milano)
  • 투고 : 2015.10.16
  • 심사 : 2016.02.15
  • 발행 : 2016.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

We present a methodology to validate with monitoring data finite element models of existing concrete dams: numerical analyses are performed to assess the structural response under the effects of seasonal loading conditions, represented by hydrostatic pressure on the upstream-downstream dam surfaces and thermal variations as recorded by a thermometers network. We show that the stiffness effect of the rock foundation and the surface degradation of concrete due to aging are crucial aspects to be accounted for a correct interpretation of the real behavior. This work summarizes some general procedures developed by this research group at Politecnico di Milano on traditional static monitoring systems and two significant case studies: a buttress gravity and an arch-gravity dam.

키워드

참고문헌

  1. Ardito, R., Maier, G. and Massalongo, G. (2008), "Diagnostic analysis of concrete dams based on seasonal hydrostatic loading", Eng. Struct., 30(11), 3176-3185. https://doi.org/10.1016/j.engstruct.2008.04.008
  2. Ashtankar, V.B. and Chore, H.S. (2015), "Thermo-structural monitoring of RCC dam in India through instrumentation", Struct. Monit. Maint., 2(2), 95-113.
  3. Bayraktar, A., Sevim, B. and Can Altunisik, A. (2011), "Finite element model updating effects on nonlinear seismic response of arch dam-reservoir-foundation systems", Finite Elem. Anal. Des., 47, 85-97. https://doi.org/10.1016/j.finel.2010.09.005
  4. Bukenya, P., Moyo, P., Beushausen, H. and Oosthuizen, C. (2014), "Health monitoring of concrete dams: a literature review", J. Civil. Struct. Health Monit., 4(4), 235-244. https://doi.org/10.1007/s13349-014-0079-2
  5. Comi, C., Fedele, R. and Perego, U. (2009), "A chemo-thermo-damage model for the analysis of concrete dams affected by alkali-silica reaction", Mech. Mater., 41(3), 210-230. https://doi.org/10.1016/j.mechmat.2008.10.010
  6. De Sortis, A. and Paoliani, P. (2007), "Statistical analysis and structural identification in concrete dam monitoring", Eng. Struct., 29 (1), 110-120. https://doi.org/10.1016/j.engstruct.2006.04.022
  7. D.M. 26 June 2014 (2014), Norme tecniche per la progettazione e la costruzione degli sbarramenti di ritenuta (dighe e traverse) - Technical Design Standard for Dams, Italy.
  8. D.M. 14 January 2008 (2008), Norme tecniche per le costruzioni - General Technical Design Standard for Constractions, Italy.
  9. Domaneschi, M., Limongelli, M.P. and Martinelli, L. (2013), "Vibration based damage localization using MEMS on a suspension bridge model", Smart Struct. Syst., 12(6), 679-694. https://doi.org/10.12989/sss.2013.12.6.679
  10. Domaneschi, M., Limongelli, M.P. and Martinelli, L. (2015), "Damage detection and localization on a benchmark cable-stayed bridge", Earthq. Struct., 8(5), 1113-1126. https://doi.org/10.12989/eas.2015.8.5.1113
  11. Glisic, B. and Inaudi, D. (2007), Fibre Optic Methods for Structural Health Monitoring, John Wiley & Sons, Lugano, Swizterland.
  12. Inaudi, D., Cottone, I. and Figini, A. (2013), "Monitoring dams and levees with distributed fiber optic sensing", Proceedings of the 6th International Conference of Structural Health Monitoring Intelligent Infrastructructure, Hong Kong.
  13. Leger, P. and Leclerc, M. (2007), "Hydrostatic, Temperature, Time-Displacement Model for Concrete Dams", J. Eng. Mech.-ASCE, 133(3), 267-277. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:3(267)
  14. Li, F., Wang, Z., Liu, G., Fu, C. and Wang, J. (2015), "Hydrostatic seasonal state model for monitoring data analysis of concrete dams", Struct. Infr. Eng., 11(12), 1616-1631. https://doi.org/10.1080/15732479.2014.983528
  15. Mata, J. and Tavares de Castro, A. (2014), "Constructing statistical models for arch dam deformation", Struct. Control Health Monit., 21(3), 423-437. https://doi.org/10.1002/stc.1575
  16. Mirzabozorg, H., Hariri-Ardebili, M.A., Heshmati, M. and Seyed-Kolbadi, S.M. (2014), "Structural safety evaluation of Karun III Dam and calibration of its finite element model using instrumentation and site observation", Case Studies in Struct. Eng., 1, 6-12. https://doi.org/10.1016/j.csse.2014.02.001
  17. Palumbo, P. and Piroddi, L. (2001), "Seismic behaviour of buttress dams: nonlinear modeling of a damaged buttress based on ARX/NARX models", J. Sound Vib., 239(3), 405-422. https://doi.org/10.1006/jsvi.2000.3171
  18. Rahimi, A. and Noorzaei, J. (2011), "Thermal and structural analysis of RCC dams by finite element code", Aus. J. Basic Appl. Sci., 5(12), 2761-2767.
  19. Sheibany, F. and Ghaemian, M. (2006), "Effects of environmental action on thermal stress analysis of Karaj concrete arch dam", J. Eng. Mech. - ASCE, 132(5), 532-544. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:5(532)
  20. US Army Corps of Engineers (2003), "Time-history dynamic analysis of concrete hydraulic structures", EM 1110-2-6051.

피인용 문헌

  1. Influence of Ground Motion Duration on Responses of Concrete Gravity Dams pp.1559-808X, 2018, https://doi.org/10.1080/13632469.2018.1453422
  2. Effect of abutment movements on nonlinear seismic response of an arch dam vol.16, pp.8, 2020, https://doi.org/10.1080/15732479.2019.1684955
  3. Nonlinear Behaviour of Concrete Buttress Dams under High-Frequency Excitations Taking into Account Topographical Amplifications vol.2021, pp.None, 2016, https://doi.org/10.1155/2021/4944682