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Advances in Materials Science and Engineering
Volume 2016, Article ID 7863010, 13 pages
http://dx.doi.org/10.1155/2016/7863010
Research Article

Experimental and Numerical Study of Mild Steel Behaviour under Cyclic Loading with Variable Strain Ranges

Department of Structural Engineering and Technical Mechanics, Faculty of Civil Engineering, University of Rijeka, Radmile Matejčić 3, 51000 Rijeka, Croatia

Received 30 July 2016; Revised 11 October 2016; Accepted 23 October 2016

Academic Editor: Paolo Ferro

Copyright © 2016 Paulina Krolo 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. D. Grecea, N. Muntean, and D. Dubina, “Control of bolted beam-to-column connections in moment joints by T-stub properties,” in Proceedings of the 7th International Conference on Behaviour of Steel Structures in Seismic Areas, pp. 249–254, CRC Press, Santiago, Chile, January 2012.
  2. EN, “Eurocode 8: design of structures for earthquake resistance—Part 1: general rules, seismic actions and rules for buildings,” EN 1998-1, European Committee for Standardization (CEN), Brussels, Belgium, 2004. View at Google Scholar
  3. FEMA, “Improvement of nonlinear static seismic analysis procedure,” FEMA 440, Prepared by the Applied Technology Council (ATC-55 Project), Washington, DC, USA, 2005. View at Google Scholar
  4. V. Gioncu and F. M. Mazzolani, Ductility of Seismic Resistant Steel Structures, Spon Press, London, UK, 2002.
  5. F. Zhou, Y. Chen, and Q. Wu, “Dependence of the cyclic response of structural steel on loading history under large inelastic strains,” Journal of Constructional Steel Research, vol. 104, pp. 64–73, 2015. View at Publisher · View at Google Scholar · View at Scopus
  6. Y. Shi, M. Wang, and Y. Wang, “Experimental and constitutive model study of structural steel under cyclic loading,” Journal of Constructional Steel Research, vol. 67, no. 8, pp. 1185–1197, 2011. View at Publisher · View at Google Scholar · View at Scopus
  7. G. Shi, M. Wang, Y. Bai, F. Wang, Y. Shi, and Y. Wang, “Experimental and modeling study of high-strength structural steel under cyclic loading,” Engineering Structures, vol. 37, pp. 1–13, 2012. View at Publisher · View at Google Scholar · View at Scopus
  8. C.-M. Uang, Q.-S. Yu Kent, S. Noel, and J. Gross, “Cyclic testing of steel moment connections rehabilitated with RBS or welded haunch,” Journal of Structural Engineering, vol. 126, no. 1, pp. 57–68, 2000. View at Publisher · View at Google Scholar · View at Scopus
  9. G. Shi, Y. Shi, and Y. Wang, “Behaviour of end-plate moment connections under earthquake loading,” Engineering Structures, vol. 29, no. 5, pp. 703–716, 2007. View at Publisher · View at Google Scholar · View at Scopus
  10. SAC-SteelProject, Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection Tests and Other Experimental Specimens, FEMA, Oakland, Calif, USA, 1997.
  11. W. Ramberg and W. R. Osgood, “Description of stress-strain curves by three-parameters,” Tech. Rep. 902, National Advisory for Aeronautics, 1943. View at Google Scholar
  12. P. Dusicka, A. M. Itani, and I. G. Buckle, “Cyclic response of plate steels under large inelastic strains,” Journal of Constructional Steel Research, vol. 63, no. 2, pp. 156–164, 2007. View at Publisher · View at Google Scholar · View at Scopus
  13. J. L. Chaboche, “Time-independent constitutive theories for cyclic plasticity,” International Journal of Plasticity, vol. 2, no. 2, pp. 149–188, 1986. View at Publisher · View at Google Scholar · View at Scopus
  14. K. M. Zhao and J. K. Lee, “Finite element analysis of the three-point bending of sheet metals,” Journal of Materials Processing Technology, vol. 122, no. 1, pp. 6–11, 2002. View at Publisher · View at Google Scholar · View at Scopus
  15. S. M. H. Kabir, T.-I. Yeo, and S.-H. Kim, “Characterization of material parameters,” in Proceedings of the World Congress on Engineering (WCE '09), vol. 2, London, UK, July 2009.
  16. M. Rezaiee-Pajand and S. Sinaie, “On the calibration of the Chaboche hardening model and a modified hardening rule for uniaxial ratcheting prediction,” International Journal of Solids and Structures, vol. 46, no. 16, pp. 3009–3017, 2009. View at Publisher · View at Google Scholar · View at Scopus
  17. S. J. Zakavi, M. Zehsaz, and M. R. Eslami, “The ratchetting behavior of pressurized plain pipework subjected to cyclic bending moment with the combined hardening model,” Nuclear Engineering and Design, vol. 240, no. 4, pp. 726–737, 2010. View at Publisher · View at Google Scholar · View at Scopus
  18. H. Wang, Y. Yan, M. Wan, and X. Wu, “Experimental investigation and constitutive modeling for the hardening behavior of 5754O aluminum alloy sheet under two-stage loading,” International Journal of Solids and Structures, vol. 49, no. 26, pp. 3693–3710, 2012. View at Publisher · View at Google Scholar · View at Scopus
  19. A. Kalnins, J. Rudolph, and A. Willuweit, “Using the nonlinear kinematic hardening material model of Chaboche for elastic-plastic ratcheting analysis,” Journal of Pressure Vessel Technology, Transactions of the ASME, vol. 137, no. 3, Article ID 031006, 2015. View at Publisher · View at Google Scholar · View at Scopus
  20. V. N. Van Do, C.-H. Lee, and K.-H. Chang, “A constitutive model for uniaxial/multiaxial ratcheting behavior of a duplex stainless steel,” Materials and Design, vol. 65, pp. 1161–1171, 2015. View at Publisher · View at Google Scholar · View at Scopus
  21. M. Zehsaz, F. V. Tahami, and H. Akhani, “Experimental determination of material parameters using stabilized cycle tests to predict thermal ratchetting,” UPB Scientific Bulletin, Series D: Mechanical Engineering, vol. 78, no. 2, pp. 17–30, 2016. View at Google Scholar
  22. ABAQUS, Analysis User'S Manual I_V, Version 6.12, Dassault Systemes, Fremont, Calif, USA, 2012.
  23. C. European Standard, EN 10025: Hot Rolled Products of Structural Steel, European Committee for Standardization, Brussels, Belgium, 2004.
  24. TestXpertII, Instruction Manual, Version 2.2, Zwick GmbH&Co. KG, Ulm, Germany, 2015.
  25. C. European Standard, EN ISO 6892-1: Metallic Materials-Tensile Testing-Part1: Method of Test at Room Temperature, European Committee for Standardization, Brussels, Belgium, 2010.