An assessment of in-situ FRP shear and flexural strengthening of reinforced concrete joists

Annaiah Raghu; John J. Myers; Antonio Nanni

doi:10.1061/40492(2000)177

An assessment of in-situ FRP shear and flexural strengthening of reinforced concrete joists

Annaiah Raghu, John J. Myers, Antonio Nanni

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

1 Scopus citations

Abstract

This study examines the in-situ shear performance and modes of failure of reinforced concrete (RC) T-beams (joists) strengthened with externally bonded carbon fiber reinforced polymer (CFRP) sheets. The experimental program consisted of testing a series of nine structural components at the Malcom Bliss Hospital, in St.Louis, Missouri. The members were tested to validate the different systems and techniques of strengthening. In particular, this paper covers cases of U-Wraps with and without end-anchors. The experimental results clearly indicate the contribution of externally bonded CFRP sheets in increasing the shear capacity of the system. The experimental and theoretical shear strength of the reinforced concrete members (RC) under investigation is presented with and without anchorage.

Original language	English (US)
Title of host publication	Structures Congress 2000
Subtitle of host publication	Advanced Technology in Structural Engineering
DOIs	https://doi.org/10.1061/40492(2000)177
State	Published - Dec 1 2004
Externally published	Yes
Event	Structures Congress 2000: Advanced Technology in Structural Engineering - Philadelphia, PA, United States Duration: May 8 2000 → May 10 2000

Publication series

Name	Structures Congress 2000: Advanced Technology in Structural Engineering
Volume	103

Other

Other	Structures Congress 2000: Advanced Technology in Structural Engineering
Country	United States
City	Philadelphia, PA
Period	5/8/00 → 5/10/00

Keywords

End Anchors
Externally Bonded FRP Sheets
Fiber Reinforced Polymer (FRP)
Reinforced Concrete Joists
Structural Strengthening

ASJC Scopus subject areas

Civil and Structural Engineering
Mechanics of Materials
Safety, Risk, Reliability and Quality
Building and Construction

Access to Document

10.1061/40492(2000)177

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Cite this

Raghu, A., Myers, J. J., & Nanni, A. (2004). An assessment of in-situ FRP shear and flexural strengthening of reinforced concrete joists. In Structures Congress 2000: Advanced Technology in Structural Engineering (Structures Congress 2000: Advanced Technology in Structural Engineering; Vol. 103). https://doi.org/10.1061/40492(2000)177

An assessment of in-situ FRP shear and flexural strengthening of reinforced concrete joists. / Raghu, Annaiah; Myers, John J.; Nanni, Antonio.

Structures Congress 2000: Advanced Technology in Structural Engineering. 2004. (Structures Congress 2000: Advanced Technology in Structural Engineering; Vol. 103).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Raghu, A, Myers, JJ & Nanni, A 2004, An assessment of in-situ FRP shear and flexural strengthening of reinforced concrete joists. in Structures Congress 2000: Advanced Technology in Structural Engineering. Structures Congress 2000: Advanced Technology in Structural Engineering, vol. 103, Structures Congress 2000: Advanced Technology in Structural Engineering, Philadelphia, PA, United States, 5/8/00. https://doi.org/10.1061/40492(2000)177

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