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Mathematical Problems in Engineering
Volume 2017 (2017), Article ID 9324520, 11 pages
https://doi.org/10.1155/2017/9324520
Research Article

Experimental and Analytical Investigation of Deformations and Stress Distribution in Steel Bands of a Two-Span Stress-Ribbon Pedestrian Bridge

1Department of Bridges and Special Structures, Vilnius Gediminas Technical University (VGTU), LT-10223 Vilnius, Lithuania
2Research Laboratory of Innovative Building Structures, VGTU, LT-10223 Vilnius, Lithuania

Correspondence should be addressed to V. Gribniak; tl.utgv@kainbirg.rotkiv

Received 1 February 2017; Revised 9 April 2017; Accepted 30 April 2017; Published 29 May 2017

Academic Editor: Fabrizio Greco

Copyright © 2017 G. Sandovic 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. fib (International Federation for Structural Concrete), Guidelines for the design of footbridges, fib Bulletin 32, Lausanne, Switzerland, 2005.
  2. V. Gribniak, G. Kaklauskas, D. Cygas, D. Bacinskas, R. Kupliauskas, and A. Sokolov, “Investigation of concrete cracking effect in deck slab of continuous bridges,” Baltic Journal of Road and Bridge Engineering, vol. 5, no. 2, pp. 83–88, 2010. View at Publisher · View at Google Scholar · View at Scopus
  3. J. Strasky, Stress Ribbon and Cable-Supported Pedestrian Bridges (Structures and Buildings), ICE Publishing, 2nd edition, 2011.
  4. A. Juozapaitis, T. Merkevičius, A. Daniūnas, R. Kliukas, G. Sandovič, and O. Lukoševičienė, “Analysis of innovative two-span suspension bridges,” Baltic Journal of Road and Bridge Engineering, vol. 10, no. 3, pp. 269–275, 2015. View at Publisher · View at Google Scholar · View at Scopus
  5. A. K. Arnautov, V. Kulakov, J. Andersons, V. Gribniak, and A. Juozapaitis, “Experimental investigation on stiffness and strength of single-lap z-pinned joints in a laminated CFRP stress-ribbon strip,” The Baltic Journal of Road and Bridge Engineering, vol. 11, no. 2, pp. 120–126, 2016. View at Publisher · View at Google Scholar
  6. K.-J. Han, N.-H. Lim, M.-G. Ko, and K.-D. Kim, “Efficient assumption of design variables for stress ribbon footbridges,” KSCE Journal of Civil Engineering, vol. 20, no. 1, pp. 250–260, 2016. View at Google Scholar
  7. A. Goldack, M. Schlaich, and M. Meiselbach, “Stress ribbon bridges: mechanics of the stress ribbon on the saddle,” ASCE Journal of Bridge Engineering, vol. 21, no. 5, Article ID 04015089, 2016. View at Publisher · View at Google Scholar · View at Scopus
  8. J. Soria, I. M. Díaz, J. H. García-Palacios, and N. Ibán, “Vibration monitoring of a steel-plated stress-ribbon footbridge: uncertainties in the modal estimation,” ASCE Journal of Bridge Engineering, vol. 21, no. 8, article C5015002, 2016. View at Google Scholar
  9. A. Juozapaitis, P. Vainiūnas, and G. Kaklauskas, “A new steel structural system of a suspension pedestrian bridge,” Journal of Constructional Steel Research, vol. 62, no. 12, pp. 1257–1263, 2006. View at Publisher · View at Google Scholar · View at Scopus
  10. G. Sandovič, A. Juozapaitis, and R. Kliukas, “Simplified engineering method of suspension two-span pedestrian steel bridges with flexible and rigid cables under action of asymmetrical loads,” The Baltic Journal of Road and Bridge Engineering, vol. 6, no. 4, pp. 267–273, 2011. View at Publisher · View at Google Scholar · View at Scopus
  11. H. T. Thai and D. H. Choi, “Advanced analysis of multi-span suspension bridges,” Journal of Constructional Steel Research, vol. 90, pp. 29–41, 2013. View at Publisher · View at Google Scholar · View at Scopus
  12. R. Karoumi, “Some modeling aspects in the nonlinear finite element analysis of cable supported bridges,” Computers & Structures, vol. 71, no. 4, pp. 397–412, 1999. View at Publisher · View at Google Scholar · View at Scopus
  13. M. Lepidi and V. Gattulli, “Non-linear interactions in the flexible multi-body dynamics of cable-supported bridge cross-sections,” International Journal of Non-Linear Mechanics, vol. 80, pp. 14–28, 2016. View at Publisher · View at Google Scholar · View at Scopus
  14. T. Kulbach, “Stress-ribbon bridges stiffened by arches or cables,” in Proceedings of the 2nd International PhD Symposium in Civil Engineering, pp. 338–345, Budapest, Hungary, 1998.
  15. J. Radnić, D. Matešan, and D. Buklijaš-Kobojević, “Numerical model for analysis of stress-ribbon bridges,” Građevinar, vol. 67, no. 10, pp. 959–973, 2015. View at Publisher · View at Google Scholar · View at Scopus
  16. M. Schlaich and A. Bleicher, “Clamping tape bridge with carbon fiber lamellae,” Bautechnik, vol. 84, no. 5, pp. 311–319, 2007. View at Publisher · View at Google Scholar
  17. C. Petersen, Stahlbau, Publisher Vieweg and son, Braunschweig / Wiesbaden, 1988.
  18. S. Palkowski, Statics of Rope Constructions, Springer Publishing House, 1990.
  19. F. Otto, Shape, Edition Axel Menges, 2001.