Abstract
Reinforced concrete structures often have to face modifications in performance during their service life mainly because of ageing and exposure to aggressive environment. Near Surface Mounting (NSM) and Embedded Through-Section (ETS) are two effective techniques for the shear strengthening of reinforced concrete (RC) beams. NSM technique involves cutting of a series of shallow grooves in the concrete cover of the structures and inserting steel/FRP bars into them and ETS technique consists of drilling holes across the full depth of the beam cross-section and inserting steel/FRP bars into them, thereby bonding the bars with the surrounding concrete using appropriate bonding material. This paper presents the results of experimental investigations on RC beams strengthened in shear using CFRP bars in Embedded through section (ETS) and Near Surface Mounting (NSM) methods. Three point bending tests are conducted to find the effect of ETS/NSM bar spacing and ETS/NSM bar orientation on the load carrying capacity of RC beams. The experimental results confirms the effectiveness of ETS and NSM methods and a comparison is made in terms of shear strengthening ratio, load carrying capacity of RC beams.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Adhikary BB, Mutsuyoshi H (2006) Shear strengthening of reinforced concrete beams using various techniques. Constr Build Mater 20:366–373
Bilotta A, Ceroni F, Nigro E, Pecce M (2015) Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and loading pattern influence. Compos Struct 124:163–175
El-Ghandour AA (2011) Experimental and analytical investigation of CFRP flexural and shear strengthening efficiencies of RC beams. Constr Build Mater 25:1419–1429
Mofidi A, Challal O, Benmokrane B, Neale K (2012) Experimental tests and design model for RC beams strengthened in shear using the embedded through section FRP method. J Compos Constr 16:540–550
Barros JAO, Dias SJE (2006) Near surface mounted CFRP laminates for strengthening of concrete beams. Cement Concr Compos 28:276–292
Rahal KN, Rumaih HA (2011) Tests on reinforced concrete beams strengthened in shear using near surface mounted CFRP and steel bars. Eng Struct 33:53–62
Barros JAO, Dalfre GM (2012) Assessment of the effectiveness of the embedded through-section technique for the shear strengthening of reinforced concrete beams. Strain-An Int J Exp Mech 49:75–93
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Prabhakaran, P., Joseph, G. (2020). Shear Performance of Embedded Through Section (ETS) Over Near Surface Mounting (NSM) Method of RC Beams. In: Dasgupta, K., Sajith, A., Unni Kartha, G., Joseph, A., Kavitha, P., Praseeda, K. (eds) Proceedings of SECON'19. SECON 2019. Lecture Notes in Civil Engineering, vol 46. Springer, Cham. https://doi.org/10.1007/978-3-030-26365-2_84
Download citation
DOI: https://doi.org/10.1007/978-3-030-26365-2_84
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-26364-5
Online ISBN: 978-3-030-26365-2
eBook Packages: EngineeringEngineering (R0)