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Advances in Materials Science and Engineering
Volume 2017 (2017), Article ID 7496345, 13 pages
https://doi.org/10.1155/2017/7496345
Research Article

Experimental Study and Numerical Simulation of Seismic Behavior for RC Columns Subjected to Freeze-Thaw Cycles

Department of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China

Correspondence should be addressed to Qing Qin; moc.361@djgniqniq

Received 1 November 2016; Accepted 17 January 2017; Published 7 March 2017

Academic Editor: Yao Luan

Copyright © 2017 Qing Qin et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. A. Duan, W. L. Jin, and J. R. Qian, “Effect of freeze-thaw cycles on the stress-strain curves of unconfined and confined concrete,” Materials and Structures, vol. 44, no. 7, pp. 1309–1324, 2011. View at Publisher · View at Google Scholar · View at Scopus
  2. L. Petersen, L. Lohaus, and M. A. Polak, “Influence of freezing-and-thawing damage on behavior of reinforced concrete elements,” ACI Materials Journal, vol. 104, no. 4, pp. 369–378, 2007. View at Google Scholar · View at Scopus
  3. K. Z. Hanjari, P. Utgenannt, and K. Lundgren, “Experimental study of the material and bond properties of frost-damaged concrete,” Cement and Concrete Research, vol. 41, no. 3, pp. 244–254, 2011. View at Publisher · View at Google Scholar · View at Scopus
  4. M. Hasan, H. Okuyama, Y. Sato, and T. Ueda, “Stress-strain model of concrete damaged by freezing and thawing cycles,” Journal of Advanced Concrete Technology, vol. 2, no. 1, pp. 89–99, 2004. View at Publisher · View at Google Scholar · View at Scopus
  5. H. S. Shang and Y. P. Song, “Experimental study of strength and deformation of plain concrete under biaxial compression after freezing and thawing cycles,” Cement and Concrete Research, vol. 36, no. 10, pp. 1857–1864, 2006. View at Publisher · View at Google Scholar · View at Scopus
  6. S. Xu, A. Li, Z. Ji, and Y. Wang, “Seismic performance of reinforced concrete columns after freeze-thaw cycles,” Construction and Building Materials, vol. 102, pp. 861–871, 2016. View at Publisher · View at Google Scholar · View at Scopus
  7. W. Yang, S.-S. Zheng, D.-Y. Zhang, L.-F. Sun, and C.-L. Gan, “Seismic behaviors of squat reinforced concrete shear walls under freeze-thaw cycles: a pilot experimental study,” Engineering Structures, vol. 124, pp. 49–63, 2016. View at Publisher · View at Google Scholar · View at Scopus
  8. T. Ueda, M. Hasan, K. Nagai, Y. Sato, and L. Wang, “Mesoscale simulation of influence of frost damage on mechanical properties of concrete,” Journal of Materials in Civil Engineering, vol. 21, no. 6, pp. 244–252, 2009. View at Publisher · View at Google Scholar · View at Scopus
  9. K. Z. Hanjari, P. Kettil, and K. Lundgren, “Modelling the structural behaviour of frost-damaged reinforced concrete structures,” Structure and Infrastructure Engineering, vol. 9, no. 5, pp. 416–431, 2013. View at Publisher · View at Google Scholar · View at Scopus
  10. H. Hayashida, Y. Sato, and T. Ueda, “Evaluation of structural properties of the freeze-thaw-damaged RC beam members by nonlinear finite-element analysis,” in Proceedings of the 4th International Conference on the Durability of Concrete Structures (ICDCS '14), pp. 45–51, Purdue University, West Lafayette, Ind, USA, July 2014. View at Scopus
  11. L. Berto, A. Saetta, D. A. Talledo, and R. Vitaliani, “Structural analysis of frost damaged constructions by means of a coupled environmental-mechanical damage model,” in Proceedings of the Joint 11th World Congress on Computational Mechanics (WCCM '14), pp. 904–915, Barcelona, Spain, July 2014. View at Scopus
  12. L. Berto, A. Saetta, R. Scotta, and D. Talledo, “A coupled damage model for RC structures: proposal for a frost deterioration model and enhancement of mixed tension domain,” Construction and Building Materials, vol. 65, pp. 310–320, 2014. View at Publisher · View at Google Scholar · View at Scopus
  13. L. Berto, A. Saetta, and D. Talledo, “Constitutive model of concrete damaged by freeze-thaw action for evaluation of structural performance of RC elements,” Construction and Building Materials, vol. 98, pp. 559–569, 2015. View at Publisher · View at Google Scholar · View at Scopus
  14. GB 50011-2010, “Code for seismic design of buildings,” China Architecture and Building Press, Beijing, China, 2010.
  15. GB, “Standard for test method of concrete structures,” GB/T 50152-2012, Chinese Standards, Beijing, China, 2012. View at Google Scholar
  16. Chinese Standard, Standard for Test Methods of Long-term Performance and Durability of Ordinary Concrete (GB/T50082-2009), China Architecture and Building Press, Beijing, China, 2009.
  17. R. Park, “Evaluation of ductility of structures and structural assemblages from laboratory testing,” Bulletin of the New Zealand National Society for Earthquake Engineering, vol. 22, no. 3, pp. 155–166, 1989. View at Google Scholar
  18. C. K. Gulec and A. S. Whittaker, “Performance-based assessment and design of squat reinforced concrete shear walls,” MCEER-09-0010, 2009.
  19. V. Terzic, J. Matthew, I. Jose, and A. Stephen, “Concrete Column Blind Prediction Contest 2010: Outcomes and Observations,” PEER Report, 2015. View at Google Scholar
  20. M. Menegotto and P. E. Pinto, “Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending,” Preliminary Report IABSE, vol. 13, 1973. View at Google Scholar
  21. F. C. Filippou, E. P. Popov, and V. V. Bertero, “Effects of bond deterioration on hysteretic behavior of reinforced concrete joints,” Report EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley, Calif, USA, 1983. View at Google Scholar
  22. M. Hisham and M. Yassin, Nonlinear analysis of prestressed concrete structures under monotonic and cycling loads [Ph.D. dissertation], University of California, Berkeley, Calif, USA, 1994.
  23. J. B. Mander, M. J. Priestley, and R. Park, “Theoretical stress-strain model for confined concrete,” Journal of Structural Engineering, vol. 114, no. 8, pp. 1804–1826, 1988. View at Publisher · View at Google Scholar · View at Scopus
  24. I. D. Karsan and J. O. Jirsa, “Behavior of concrete under compressive loading,” Journal of Structural Division ASCE, vol. 95, no. ST12, 1969. View at Google Scholar
  25. H. E. H. Roy and M. A. Sozen, “Ductility of concrete,” in Flexural Mechanics of Reinforced Concrete, ACI Special Publication SPI2, pp. 213–235, ACI, Miami, Fla, USA, 1964. View at Google Scholar
  26. American Standard ASTM C666, “Standard test method for resistance of concrete to rapid freezing and thawing,” 2008.
  27. M. J. Setzer, P. Heine, S. Kasparek et al., “Test methods of frost resistance of concrete: GIF-Test: capillary suction, internal damage and freeze thaw test—reference method and alternative methods A and B,” Materials and Structures, vol. 37, no. 274, pp. 743–753, 2004. View at Publisher · View at Google Scholar · View at Scopus
  28. CP110, “Code of practice for the structural use of concrete,” British Standards Institution, London, UK, 1972.