Deflection of reinforced concrete beams strengthened with CFRP

Skuturna, Tomas; Daugevičius, Mykolas; Valivonis, Juozas

Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/146862

Deflection of reinforced concrete beams strengthened with CFRP

Details

Publication Type (CRIS)

Straipsnis recenzuojamoje užsienio tarptautinės konferencijos medžiagoje / Article in peer-reviewed foreign international conference proceedings (P1d)

Publication Type (eLABa)

Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings (P1d)

VILNIUS TECH Research Priorities and Topics

Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques (SD03)

Lithuanian Intelligent Specialization

Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies (L104)

Author(s)

Author	Affiliation
Skuturna, Tomas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Daugevičius, Mykolas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)
Valivonis, Juozas	Gelžbetoninių konstrukcijų ir geotechnikos katedra / Department of Reinforced Concrete Structures and Geotechnics (0258)

Title

Deflection of reinforced concrete beams strengthened with CFRP

[en]

Tomas Skuturna, Mykolas Daugevičius, Juozas Valivonis

Is part of

Proceedings of international conference „Innovative materials, structures and technologies, Riga, November 8, 2013

Published In

Year	Start Page	End Page
2014	173	178

Publisher

Riga : Riga Technical University

Extent

p. 173-178

URI

URI	Access Rights
https://hdl.handle.net/20.500.14911/146862
Straipsnis	Viso teksto dokumentas (atviroji prieiga) / Full Text Document (Open Access)

Cited references

Science / Art Area

Technologijos mokslai / Technological sciences (T)

Field of Science / Art

Statybos inžinerija / Civil engineering (T002)

Keywords (en)

Abstract (en)

This paper presents the results of an experimental study to investigate the deflection of reinforced concrete beams strengthened with external CFRP reinforcement. The influence of anchoring of external reinforcement was investigated. CFRP reinforcement was anchored in three different ways. Steel clamps, fibre wraps and steel pins were used for anchoring. Also different prepressing levels and different areas of steel clamps were used. The analysis of results of experimental research shows that anchoring of external reinforcement affects the performance and deflection of the strengthened reinforced concrete beams.