Main Publications of TG2.5 members

  • fib Bulletin 72Bond and anchorage of embedded reinforcement: Background to the fib Model Code for Concrete Structures 2010Technical report prepared by Task Group 4.5 (Convenor: J. Cairns - May, 2014).

ANCHORAGES AND LAPS IN CONVENTIONAL CONCRETE
  • Metelli G, Cairns J and Plizzari G. (2015). The influence of percentage of bars lapped on performance of splices. Materials and Structures, 48(9), 2983-2996. doi:10.1617/s11527-014-0371-y
  • Metelli G and Plizzari G (2014). Influence of the relative rib area on bond behaviour. Magazine of Concrete Research; 66(6):277-294. doi: 10.1680/macr.13.00198
BOND IN NEW MATERIALS
  • Metelli, G., Marchina, E., & Plizzari, G. A. (2017)Experimental study on staggered lapped bars in fiber reinforced concrete beamsComposite Structures, vol. 179, 655-664, doi:10.1016/j.compstruct.2017.07.069
  • Berrocal, C.G., Fernandez, I., Lundgren, K., Löfgren, I.  (2017). Corrosion-induced cracking and bond behaviour of corroded reinforcement bars in SFRC. Composites Part B: Engineering, Vol. 113, pp. 123-137.
  • Leone M., Centonze G., Colonna D., Micelli F., Aiello M. A. (2016). Experimental study of bond between recycled fibre reinforced concrete and steel bars. Journal of Materials in Civil Engineering, vol. 28, issue 9. doi: 10.1061/(ASCE)MT.1943-5533.0001534
  • Williams Portal, N., Fernandez Perez, I., Nyholm Thrane, L., Lundgren, K. (2014). Pull-out of Textile Reinforcement in ConcreteConstruction & Building Materials 71, pp. 63-71.
  • Pecce M, Ceroni F, Bibbò FA, Acierno S. (2013). Steel-concrete bond behavior of lightweight concrete with expanded polystyrene (EPS). Materials and Structures, 48(1-2):139-152, doi:10.1617/s11527-013-0173-7
  • Jansson, A., Löfgren, I., Lundgren, K., and Gylltoft, K. (2012). Bond of reinforcement in self-compacting steel-fibre-reinforced concrete. Magazine of Concrete Research, 64 (7) pp. 617-630.

  • Jansson, A., Löfgren, I., Lundgren, K., and Gylltoft, K. (2012). Bond of reinforcement in self-compacting steel-fibre-reinforced concrete. Magazine of Concrete Research, 64 (7) pp. 617-630.


BOND UNDER SEVERE CONDITION
  • Tahershamsi M., Fernandez I., Zandi K. and Lundgren K. (2017). Four Levels to Assess Anchorage Capacity of Corroded Reinforcement in Concrete.  Engineering Structures, Vol. 147, pp. 434-447.
  • Tahershamsi M., Fernandez, I., Lundgren K., and Zandi K. (2017). Investigating correlations between crack width, corrosion level and anchorage capacity. Structure and Infrastructure Engineering, 13(10), pp. 1294-1307, http://dx.doi.org/10.1080/15732479.2016.126367
  • Berrocal, C.G., Fernandez, I., Lundgren, K., Löfgren, I.  (2017). Corrosion-induced cracking and bond behaviour of corroded reinforcement bars in SFRC. Composites Part B: Engineering, Vol. 113, pp. 123-137.
  • Lundgren K., Tahershamsi M., Zandi Hanjari K. and Plos M. (2015). Tests on Anchorage of Naturally Corroded Reinforcement in Concrete. Materials and Structures (48), pp. 2009-2022, DOI 10.1617/s11527-014-0290-y
  • Mancini G and Tondolo F. (2014). Effect of bond degradation due to corrosion - A literature survey. Structural Concrete, 15(3), pp. 408-418. doi:10.1002/suco.201300009
  • Tahershamsi M., Zandi Hanjari K., Lundgren K., and Plos M. (2014). Anchorage of naturally corroded bars in reinforced concrete structures. Magazine of Concrete Research, 66 (14) pp. 729-744.
  • Coronelli, D., Zandi Hanjari, K., Lundgren, K. (2013). Severely Corroded RC with Cover Cracking. Journal of Structural Engineering-ASCE, 139 (2) pp. 221-232.
  • Zandi Hanjari, K., Lundgren, K., Plos, M. and Coronelli, D. (2013). Three-dimensional modelling of structural effects of corroding steel reinforcement in concrete. Structure and Infrastructure Engineering 9 (7), pp.702-718. , http://dx.doi.org/10.1080/15732479.2011.607830
  • Zandi Hanjari, K., Kettil, P. and Lundgren, K. (2013). Modeling the structural behavior of frost-damaged reinforced concrete structures. Structure and Infrastructure Engineering, 9 (5), pp. 416-431.
  • Lundgren, K., Kettil, P., Zandi Hanjari, K., Schlune, H. and San Roman, A. S. (2012). Analytical model for the bond-slip behaviour of corroded ribbed reinforcement. Structure and Infrastructure Engineering, Volume 8, Issue 2, pp 157-169. doi: 10.1080/15732470903446993.
TRANSFER LENGTH IN PRESTRESSED CONCRETE ELEMENTS
  • Pellegrino, C., Zanini, M. A., Faleschini, F., & Corain, L. (2015). Predicting bond formulations for prestressed concrete elements. Engineering Structures97, 105-117. doi:10.1016/j.engstruct.2015.04.013