Table of Contents Author Guidelines Submit a Manuscript
Advances in Materials Science and Engineering
Volume 2017 (2017), Article ID 6543175, 10 pages
https://doi.org/10.1155/2017/6543175
Research Article

Inverse Analysis of UHPFRC Beams with a Notch to Evaluate Tensile Behavior

1Department of NPP Engineering, KEPCO International Nuclear Graduate School, 658-91 Haemaji-ro, Seosaeng-myeon, Ulju-gun, Ulsan 45014, Republic of Korea
2Structural Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology (KICT), 283 Goyang-daero, Ilsanseo-gu, Goyang-si, Gyeonggi-do 10223, Republic of Korea

Correspondence should be addressed to Seong-Cheol Lee

Received 1 January 2017; Accepted 20 March 2017; Published 3 April 2017

Academic Editor: Katsuyuki Kida

Copyright © 2017 Seong-Cheol Lee 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. P. H. Bischoff, “Tension stiffening and cracking of steel fiber-reinforced concrete,” Journal of Materials in Civil Engineering, vol. 15, no. 2, pp. 174–182, 2003. View at Publisher · View at Google Scholar · View at Scopus
  2. B. Bae, H. Choi, B. Lee, and C. Bang, “Compressive behavior and mechanical characteristics and their application to stress-strain relationship of steel fiber-reinforced reactive powder concrete,” Advances in Materials Science and Engineering, vol. 2016, Article ID 6465218, 11 pages, 2016. View at Publisher · View at Google Scholar
  3. H. H. Dinh, G. J. Parra-Montesinos, and J. K. Wight, “Shear behavior of steel fiber-reinforced concrete beams without stirrup reinforcement,” ACI Structural Journal, vol. 107, no. 5, pp. 597–606, 2010. View at Google Scholar · View at Scopus
  4. J. Susetyo, P. Gauvreau, and F. J. Vecchio, “Effectiveness of steel fiber as minimum shear reinforcement,” ACI Structural Journal, vol. 108, no. 4, pp. 488–496, 2011. View at Google Scholar · View at Scopus
  5. M. H. Harajli and A. A. Rteil, “Effect of confinement using fiber-reinforced polymer or fiber-reinforced concrete on seismic performance of gravity load-designed columns,” ACI Structural Journal, vol. 101, no. 1, pp. 47–56, 2004. View at Google Scholar · View at Scopus
  6. Y. ChiaHwan and H. JianBo, “The mechanical behavior of fiber reinforced PP ECC beams under reverse cyclic loading,” Advances in Materials Science and Engineering, vol. 2014, Article ID 159790, 9 pages, 2014. View at Publisher · View at Google Scholar · View at Scopus
  7. A. E. Naaman and H. W. Reinhardt, “Characterization of high performance fiber reinforced cement composites-HPFRCC,” in Proceedings of HPFRCC 2, pp. 1–23, 1995. View at Google Scholar
  8. P. Marti, T. Pfyl, V. Sigrist, and T. Ulaga, “Harmonized test procedures for steel fiber-reinforced concrete,” ACI Materials Journal, vol. 96, no. 6, pp. 676–685, 1999. View at Google Scholar · View at Scopus
  9. J. Y. L. Voo and S. J. Foster, “Variable engagement model for fibre reinforced concrete in tension,” UNICIV Report R-420, School of Civil and Environmental Engineering, the University of New South Wales, Sydney, Australia, 2003. View at Google Scholar
  10. T. Leutbecher and E. Fehling, “Crack width control for combined reinforcement of rebars and fibers exemplified by ultra-high-performance concrete,” fib Task Group 8.6, Ultra High Performance Fiber Reinforced Concrete-UHPFRC, pp. 1–28, 2008.
  11. P. Stroeven, “Stereological principles of spatial modeling applied to steel fiber-reinforced concrete in tension,” ACI Materials Journal, vol. 106, no. 3, pp. 213–222, 2009. View at Google Scholar · View at Scopus
  12. S.-C. Lee, J.-Y. Cho, and F. J. Vecchio, “Diverse embedment model for steel fiber-reinforced concrete in tension: model development,” ACI Materials Journal, vol. 108, no. 5, pp. 516–525, 2011. View at Google Scholar · View at Scopus
  13. S.-C. Lee, J.-Y. Cho, and F. J. Vecchio, “Diverse embedment model for steel fiber-reinforced concrete in tension: model verification,” ACI Materials Journal, vol. 108, no. 5, pp. 526–535, 2011. View at Google Scholar · View at Scopus
  14. S.-C. Lee, J.-Y. Cho, and F. J. Vecchio, “Simplified diverse embedment model for steel fiber-reinforced concrete elements in tension,” ACI Materials Journal, vol. 110, no. 4, pp. 403–412, 2013. View at Google Scholar · View at Scopus
  15. S.-C. Lee, J.-Y. Cho, and F. J. Vecchio, “Tension-stiffening model for steel fiber-reinforced concrete containing conventional reinforcement,” ACI Structural Journal, vol. 110, no. 4, pp. 639–648, 2013. View at Google Scholar · View at Scopus
  16. S.-C. Lee, J.-Y. Cho, and F. J. Vecchio, “Analysis of steel fiber-reinforced concrete elements subjected to shear,” ACI Structural Journal, vol. 113, no. 2, pp. 275–285, 2016. View at Publisher · View at Google Scholar · View at Scopus
  17. K. Kim, I. Yang, and C. Joh, “Material properties and structural characteristics on flexure of steel fiber-reinforced ultra-high-performance concrete,” Journal of the Korea Concrete Institute, vol. 28, no. 2, pp. 177–185, 2016. View at Publisher · View at Google Scholar
  18. I.-H. Yang, C. Joh, and B.-S. Kim, “Shear behaviour of ultra-highperformance fibre-reinforced concrete beams without stirrups,” Magazine of Concrete Research, vol. 64, no. 11, pp. 979–993, 2012. View at Publisher · View at Google Scholar · View at Scopus
  19. I. H. Yang, C. Joh, and B.-S. Kim, “Structural behavior of ultra high performance concrete beams subjected to bending,” Engineering Structures, vol. 32, no. 11, pp. 3478–3487, 2010. View at Publisher · View at Google Scholar · View at Scopus
  20. S.-C. Lee, “Re-evaluation of fibre-reinforced concrete tension model in CEB-FIP Model Code 2010,” Materials Research Innovations, vol. 19, supplement 8, pp. 107–110, 2015. View at Publisher · View at Google Scholar · View at Scopus
  21. S.-C. Lee, J.-H. Oh, and J.-Y. Cho, “Fiber efficiency in SFRC members subjected to uniaxial tension,” Construction and Building Materials, vol. 113, pp. 479–487, 2016. View at Publisher · View at Google Scholar · View at Scopus
  22. International Federation for Structural Concrete (fib), fib Model Code for Concrete Structures 2010, Ernst & Sohn, 2013.
  23. B. H. Oh, D. G. Park, J. C. Kim, and Y. C. Choi, “Experimental and theoretical investigation on the postcracking inelastic behavior of synthetic fiber reinforced concrete beams,” Cement and Concrete Research, vol. 35, no. 2, pp. 384–392, 2005. View at Publisher · View at Google Scholar · View at Scopus
  24. S.-C. Lee, J.-H. Oh, and J.-Y. Cho, “Fiber orientation factor on a circular cross-section in concrete members,” Journal of the Korea Concrete Institute, vol. 26, no. 3, pp. 307–313, 2014. View at Publisher · View at Google Scholar
  25. S.-C. Lee, J.-H. Oh, and J.-Y. Cho, “Fiber orientation factor on rectangular cross-section in concrete members,” International Journal of Engineering and Technology, vol. 7, no. 6, pp. 470–473, 2015. View at Publisher · View at Google Scholar