Load-Bearing Capacity of Bended FRP Reinforcement with Various Anchorage Lengths

Juraj Lagin; Frantisek Girgle; Vojtech Kostiha; Petr Stepanek

doi:10.4028/p-F3f2DO

Paper Titles

Limits for the Punching Shear Capacity of the Flat Slabs Reinforced with Transverse Reinforcement
p.45

Temperature Measurement in Massive Concrete Structures
p.53

Investigations on Blast Performance of Steel-Concrete Composite Structures
p.59

Dependence of a Steel-concrete-Steel Sandwich Structure Behavior under Pure In-Plane Shear Loading on the Reinforcement Ratio
p.71

Experimental Study of Cast in Anchors Embedded in UHPFRC
p.79

Load-Bearing Capacity of Bended FRP Reinforcement with Various Anchorage Lengths
p.93

Aspects Affecting the Quality of Masonry Buildings and Innovations in Masonry
p.101

Production of Steel-Concrete Composite UHPFRC Elements for Experimental Tests of the Blast Resistance
p.113

The Impact of Hydration Heat on the Formation of Cracks in Massive Concrete Structures
p.121

HomeKey Engineering MaterialsKey Engineering Materials Vol. 976Load-Bearing Capacity of Bended FRP Reinforcement...

Load-Bearing Capacity of Bended FRP Reinforcement with Various Anchorage Lengths

Abstract:

The research builds upon the analysis of bent glass-fibre-reinforced-polymer reinforcement. The presented work focuses on examining the influence of anchor length on the overall tensile strength of bent FRP rebar. In general, to ensure secure anchoring of the reinforcement in concrete, it is necessary to determine a specific length of the straight section of the rebar beyond the bend, which prevents the reinforcement from being pulled out of the concrete. A total of 27 pieces of bent rebar were tested in the research and divided into four subgroups based on the anchor length beyond the bend. The reference value of the load-carrying capacity of the straight reinforcement was tested on four experimental samples. The research results confirmed that the reduction in tensile strength depends on the anchor length and suggest that the minimum anchorage length stated in the literature should be sufficient; exceeding it does not lead to a significant increase in the load-carrying capacity of the rebar. The research findings expand the Czech Republic’s design knowledge of FRP reinforcement and facilitate the resolution of subsequent phases of the project.

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Periodical:

Key Engineering Materials (Volume 976)

Pages:

93-100

DOI:

https://doi.org/10.4028/p-F3f2DO

Citation:

Cite this paper

Online since:

March 2024

Authors:

Juraj Lagin*, Frantisek Girgle, Vojtech Kostiha, Petr Stepanek

Keywords:

Anchoring of FPR Rebar, Bent FRP Reinforcement, Composite FRP Reinforcement, Concrete Reinforcement, Fibre-Reinforced-Polymer, Load-Bearing Capacity of Bent FRP Reinforcement

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* - Corresponding Author

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