Comparison of tests and numerical results of load capacity of reinforced concrete beams strengthened in shear with FRCM composites

Vol. 538 (6) 2017 / wtorek, 23 października, 2018

(in Polish)

D. Urbańska,
T. Trapko

DOI: 10.15199/33.2017.06.10

Volume 538: Issue 6
Pages 36-37
Accepted for publication: 25.04.2017 r.

The article presents a comparison of experimental results with theoretical calculations according to the ACI 549.4R-13 standard load capacity of T-shaped reinforced concrete beams strengthened in a shear using composite materials PBO-FRCM with anchorage. Theoretical model and the results were discussed.
Keywords: RC beams, shear, FRCM, composites, strengthening.
  • [1] ACI 549.4R-13: Guide to Design and Construction of Externally Bonded Fabric-Reinforced Cementitious Matrix (FRCM) Systems for Repair and Strengthening Concrete and Masonry Structures.
  • [2] ACI Committee: Building Code Requirements for Structural Concrete (ACI 318-11) American Concrete Institute. FarmingtonHills. MI.
  • [3] PN-84/B-03264 Konstrukcje betonowe, żelbetowe i sprężone. Obliczenia statyczne i projektowanie.
  • [4] Ruredil X Mesh Gold Data Sheet. 2009. Ruredil SPA. Milan. Italy.
  • [5] Wu Wei Kuo, T. T. C. Hsu, Shyh Jiann Hwang. 2014. „Shear Strength of Reinforced Concrete Beams”. ACI Structural Journal: 809 – 818
mgr inż. Dorota UrbańskaPolitechnika Wrocławska, Wydział Budownictwa Lądowego i Wodnego <br> dr hab. inż. Tomasz Trapko, Politechnika Wrocławska, Wydział Budownictwa Lądowego i Wodnego

mgr inż. Dorota Urbańska