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Advances in Materials Science and Engineering
Volume 2016 (2016), Article ID 4710752, 9 pages
http://dx.doi.org/10.1155/2016/4710752
Research Article

Structural Phenomenon of Cement-Based Composite Elements in Ultimate Limit State

Department of Civil Engineering, Ariel University, 40700 Ariel, Israel

Received 7 March 2016; Revised 27 July 2016; Accepted 28 July 2016

Academic Editor: Ana S. Guimarães

Copyright © 2016 I. Iskhakov and Y. Ribakov. 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. I. Iskhakov and Y. Ribakov, Ultimate Equilibrium of RC Structures using Mini-Max Principle, Nova Science, New York, NY, USA, 2014.
  2. D. J. Dowrick, Earthquake Resistant Design: For Engineers and Architects, John Wiley & Sons, New York, NY, USA, 1995.
  3. J. Magnuson and M. Hallgern, “Reinforced high strength concrete beams subjected to air blast loading,” in Structures under Shock and Impact, N. Jones and C. A. Brebbia, Eds., vol. 8, WIT Press, Southampton, UK, 8th edition, 2004. View at Google Scholar
  4. I. Iskhakov and Y. Ribakov, “Seismic response of semi-active friction-damped reinforced concrete structures with self-variable stiffness,” Structural Design of Tall and Special Buildings, vol. 17, no. 2, pp. 351–365, 2008. View at Publisher · View at Google Scholar · View at Scopus
  5. A. A. Gvozdev, “Obtaining the destructive loads value for statically indetermined systems under plastic deformations,” in Proceedings of the Conference on Plastic Deformations, Russian Academy of Sciences, Moscow, Russia, 1938 (Russian).
  6. C. Bach and O. Graf, Tests with Simply Supported, Quadratic Reinforced Concrete Plates, vol. 30, Deutscher Ausshuss für Eisenbeton, Berlin, Germany, 1915 (German).
  7. Eurocode 2: Design of Concrete Structures—Part 1-1: General Rules and Rules for Buildings, 2004.
  8. M. R. Horne, “Fundamental propositions in the plastic theory of structures,” Journal of the Institution of Civil Engineers, vol. 34, no. 6, pp. 174–177, 1950. View at Publisher · View at Google Scholar
  9. A. C. Palmer, G. Maier, and D. C. Drucker, “Normality relations and convexity of yield surfaces for unstable materials or structural elements,” ASME Journal of Applied Mechanic, vol. 34, no. 2, pp. 464–470, 1967. View at Publisher · View at Google Scholar
  10. I. Iskhakov, The Limit Equilibrium of Square Shells Considering Their Deformation Scheme, vol. 2 of Stroitelnaya Mechanica i Raschyot Sooruzeniy, Stroyizdat, Moscow, Russia, 1972 (Russian).
  11. I. Iskhakov, Y. Ribakov, K. Holschemacher, and T. Mueller, “Experimental investigation of full-scale two-layer reinforced concrete beams,” Mechanics of Advanced Materials and Structures, vol. 21, no. 4, pp. 273–283, 2014. View at Publisher · View at Google Scholar · View at Scopus
  12. Building Code Requirements for Structural Concrete (ACI Committee 318-05), 2005.
  13. I. Iskhakov and Y. Ribakov, “A new concept for design of fibered high strength reinforced concrete elements using ultimate limit state method,” Materials and Design, vol. 51, pp. 612–619, 2013. View at Publisher · View at Google Scholar · View at Scopus
  14. I. Iskhakov and Y. Ribakov, “Optimization of steel ratio in cement based composite bending elements,” in Proceedings of the 13th International Conference ‘Mechanics of Composite Materials MSM 2004’, Riga, Latvia, May 2004.
  15. I. Iskhakov and Y. Ribakov, “Exact solution of shear problem for inclined cracked bending reinforced concrete elements,” Materials and Design, vol. 57, pp. 472–478, 2014. View at Publisher · View at Google Scholar · View at Scopus
  16. The Standards Institution of Israel, “SI 466 part 1, concrete code: general principles,” 2012.
  17. I. Iskhakov and Y. Ribakov, “Selecting the properties of a base isolation system based on impulse testing of a three-story structural part,” European Earthquake Engineering, vol. 1, pp. 38–42, 2005. View at Google Scholar
  18. I. Iskhakov and Y. Ribakov, “Influence of various reinforcing arrangements and of gravitation stresses on hysteretic behavior of RC sections,” European Earthquake Engineering, vol. 3, pp. 13–24, 2005. View at Google Scholar
  19. I. Iskhakov and Y. Ribakov, “Experimental and numerical investigation of a full-scale multistorey RC building under dynamic loading,” The Structural Design of Tall and Special Buildings, vol. 14, no. 4, pp. 299–313, 2005. View at Publisher · View at Google Scholar · View at Scopus