Next Article in Journal
Experimental Investigation of the Physical and Mechanical Properties of Sisal Fiber-Reinforced Concrete
Previous Article in Journal
Heat and Mass Transfer Properties of Sugar Maple Wood Treated by the Thermo-Hygro-Mechanical Densification Process
Open AccessEditor’s ChoiceArticle

Investigation of a New Strengthening Technique for RC Deep Beams Using Carbon FRP Ropes as Transverse Reinforcements

Laboratory of Reinforced Concrete and Seismic Design of Structures, Civil Engineering Department, Faculty of Engineering, Democritus University of Thrace (D.U.Th.), Xanthi 67100, Greece
*
Author to whom correspondence should be addressed.
Fibers 2018, 6(3), 52; https://doi.org/10.3390/fib6030052
Received: 10 June 2018 / Revised: 4 July 2018 / Accepted: 19 July 2018 / Published: 25 July 2018
The effectiveness of a new retrofitting technique to upgrade the structural behaviour of reinforced concrete (RC) deep beams without steel stirrups using carbon fibre-reinforced polymer (CFRP) ropes as the only transverse shear reinforcement is experimentally investigated. Five shear-critical beams with rectangular and T-shaped cross-section are tested under monotonic loading. The strengthening schemes include (a) one vertical and one diagonal single-link CFRP rope that are internally applied through the web of the rectangular beam using an embedded through-section (ETS) system and (b) two vertical U-shaped double-link ropes that are applied around the perimeter of the web of the flanged beam using a near-surface-mounted (NSM) system. In both cases, the free lengths of the CFRP ropes have been properly anchored using epoxy bonded lap splices of the rope as NSM at (a) the top and the bottom of the web of the rectangular beam and (b) the top of the slab of the T-beam. Promising results have been derived, since the proposed strengthening technique enhanced the strength and altered the brittle shear failure to a ductile flexural one. The experimental results of this study were also used to check the validity of an analytical approach to predict the strength of shear strengthened deep beams using FRP ropes as transverse link reinforcement. View Full-Text
Keywords: reinforced concrete (RC) deep beams; carbon fibre-reinforced polymer (CFRP) rope; shear; strengthening; anchorage; failure mode; tests; model reinforced concrete (RC) deep beams; carbon fibre-reinforced polymer (CFRP) rope; shear; strengthening; anchorage; failure mode; tests; model
Show Figures

Figure 1

MDPI and ACS Style

Chalioris, C.E.; Kosmidou, P.-M.K.; Papadopoulos, N.A. Investigation of a New Strengthening Technique for RC Deep Beams Using Carbon FRP Ropes as Transverse Reinforcements. Fibers 2018, 6, 52.

Show more citation formats Show less citations formats
Note that from the first issue of 2016, MDPI journals use article numbers instead of page numbers. See further details here.

Article Access Map by Country/Region

1
Search more from Scilit
 
Search
Back to TopTop