JDR Vol.12 No.3 pp. 396-405
doi: 10.20965/jdr.2017.p0396


Long-Term Monitoring for ASR-Deteriorated PC Rigid-Frame Bridge

Saiji Fukada*,†, Minh Tuan Ha*, Kazuyuki Torii*, Makoto Tsuda**, Shuzo Ura***, and Teruhiko Sasatani***

*Kanazawa University
Kakuma-Machi, Kanazawa, Ishikawa, Japan

Corresponding author

**Ishikawa Prefectural Office, Ishikawa, Japan

***Kokudo Kaihatsu Center, Ishikawa, Japan

September 1, 2016
December 14, 2016
Online released:
May 29, 2017
June 1, 2017
ASR, PC bridge, cracks, monitoring
Reactive aggregates are widely distributed throughout Japan. In the Noto region, andesite is widespread, which causes alkali-silica reaction (ASR) degradation in concrete structures. For the maintenance of local bridges, it is necessary to observe the expansion trends of cracking caused by ASR in health assessments.
In this study, remote long-term monitoring of a four-span prestressed concrete (PC) rigid-frame bridge was performed to investigate the expansion of cracks by ASR. To evaluate the health of this degraded bridge, instead of focusing only on the locations of cracks, it was also necessary to monitor simultaneously the displacement behaviors over time of the bridge and to obtain the crack expansion trends, which could not be identified by regular visual inspections alone. Therefore, long-term monitoring and loading experiments using large vehicles are utilized to reveal the correlation between cracking due to ASR and displacement of the overall structure due to variations of diurnal temperature and the live load.
As a result of the loading tests using test trucks, by long-term monitoring of the relationship between the temperature and the crack displacement due to ASR, the expansion trend of the crack due to seasonal variations was obtained. A particularly rapid growth trend from spring to summer was recognized. In addition, the vertical displacement of the Gelber hinge, which could be obtained from the inclination angle using the correlation between the inclination angle and the vertical displacement of the static loading tests, was estimated at approximately 30–40 mm during summer. Moreover, as another conclusion of the study, it was found that changes in diurnal temperature and the displacement behavior of the entire bridge had significant consequences on the types of crack expansion in this bridge.
Cite this article as:
S. Fukada, M. Ha, K. Torii, M. Tsuda, S. Ura, and T. Sasatani, “Long-Term Monitoring for ASR-Deteriorated PC Rigid-Frame Bridge,” J. Disaster Res., Vol.12 No.3, pp. 396-405, 2017.
Data files:
  1. [1] S. Hassiotis and G. Jeong, “Identification of Stiffness Reductions Using Natural Frequencies,” J. Eng. Mech., 10.1061/ (ASCE) 0733-9399, 121:10(1106), 1106-1113, 1995.
  2. [2] A. Pandey, M. Biswas, and M. Samman, “Damage detection from changes in curvature mode shapes,” J. Sound. Vib., Vol.145, No.2, pp. 321-322, 1991.
  3. [3] Z. Y. Shi, S. S. Law, and L. M. Zhang, “Improved damage quantification from elemental modal strain energy change,” Journal of Engineering Mechanics, Vol.128, No.5, 2002.
  4. [4] M. A. B. Abdo, “Parametric study of using only static response in structural damage detection,” Engineering Structures, Vol.34, pp. 124-131, 2012.
  5. [5] S. M. Seyedpoor and O. Yazdanpanah, “An efficient indicator for structural damage localization using the change of strain energy based on static noisy data,” Applied Mathematical Modelling, Vol.38, pp. 2661-2672, 2014.
  6. [6] J. W. Lee, K. H. Choi, and Y. C. Huh, “Damage detection method for large structures using static and dynamic strain data from distributed fiber optic sensor,” Int. Journal of Steel Structures, Vol.10, No.1, pp. 91-97, 2010.
  7. [7] Y. Xia, H. Hao, G. Zanardo, and A. Deeks, “Long term vibrational monitoring of an RC slab: temperature and humidity effect,” Engineering Structures, Vol.28, No.3, pp. 441-52, 2006.
  8. [8] Y. Xia, Y. L. Xu, Z. L. Wei, H. P. Zhu, and X. Q. Zhou, “Variation of structural vibration characteristics versus non-uniform temperature distribution,” Engineering Structures, Vol.33, pp. 146-153, 2011.
  9. [9] P. Cornwell, C. R. Farrar, S. W. Doebling, and H. Sohn, “Environmental variability of modal properties,” Experimental Techniques, Vol.23, 45-8, 1999.
  10. [10] B. Peeters and G. De Roeck, “One-year monitoring of the Z24-Bridge: Environmental effects versus damage events,” Earthquake Engineering and Structural Dynamics, Vol.30, 149-71, 2001.
  11. [11] O. Huth, G. Feltrin, J. Maeck, N. Kilic, and M. Motavalli, “Damage Identification Using Modal Data: Experiences on a Prestressed Concrete Bridge,” J. Struct. Eng., Vol.131, No.12, pp. 1898-1910, 2005.
  12. [12] K. Yamada, S. Hirono, and T. Miyagawa, “New finding of ASR degradation in Japan,” Int. congress on the chemistry of cement, No.589, 2011.
  13. [13] K. Torii, I. Prasetia, T. Minato, and K. Ishii, “The feature of cracking in prestressed concrete bridge girders deteriorated by alkali-silica reaction,” Proc. of 14th ICAAR Conf., 2012.
  14. [14] K. Torii, “The characteristic feature of fracture of steel reinforcement in ASR-deteriorated concrete structures,” Int. Journal of Corrosion Engineering, Vol.59, No.4, pp. 59-65, 2010.
  15. [15] K. Torii, K. Okuyama, K. Kuzume, and T. Sasatanai, “Monitoring and strengthening methods of bridge pier seriously damaged by alkali-silica reaction,” Proc. of Inter. Conf. on CONSEC’07, Vol.1, pp. 787-794, 2007.
  16. [16] T. Katayama, M. Tagami, Y. Sarai, S. Izumi, and T. Hira, “Alkali-aggregate reaction under the influence of deicing salts in the Hokuriku district, Japan,” Materials Characterization, Vol.53, pp. 105-122, 2004.
  17. [17] K. Ono, “Damaged concrete structures in Japan due to alkali silica reaction,” The Int. Journal of Cement Composites and Lightweight Concrete, Vol.10, No.4, pp. 247-257, 1988.
  18. [18] M. A. Tordoff, “Assessment of pre-stressed concrete bridges suffering from Alkali-Silica reaction,” Cement & Concrete Composites, Vol.12, pp. 203-210, 1990.
  19. [19] G. Giaccio, R. Zerbino, J. M. Ponce, and O. R. Batic, “Mechanical behavior of concretes damaged by alkali-silica reaction,” Cement and Concrete Research, Vol.38, pp. 993-1004, 2008.
  20. [20] A. E. K. Jones and L. A. Clark, “The effects of ASR on the properties of concrete and the implications for assessment,” Engneering Structures, Vol.20, No.9, pp. 785-791, 1998.
  21. [21] T. Ahmed, E. Burley, S. Rigden, and A. I. Abu-Tair, “The effect of alkali reactivity on the mechanical properties of concrete,” Construction and Building Materials, Vol.17, pp. 123-144, 2003.
  22. [22] R. Esposito and M. A. N. Hendriks, “Ageing effects of alkali-silica reaction in concrete structures,” Proc. of the Intern. Conf. on Ageing of Materials & Structures, paper No.214239, 2014.
  23. [23] R. Esposito and M. A. N. Hendriks, “Degradation of the mechanical properties in ASR-affected concrete: overview and modeling,” Numerical Modeling Strategies for Sustainable Concrete Structures, 2012.

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