Bond of FRP rods embedded in concrete

Thomas E. Boothby, A. Nanni, Charles E. Bakis, H. Huang

Research output: Chapter in Book/Report/Conference proceedingConference contribution

4 Citations (Scopus)

Abstract

The pull-out strengths of an axisymmetric FRP rod and a steel reinforcing bar embedded in concrete are compared analytically. It is found that the transverse weakness and flexibility of the FRP influences the pull-out strength of the FRP reinforcing bar, and makes it likely that the pull-out failure of the FRP bar will be governed by the FRP, whereas the capacity of the steel bar will be governed by the concrete.

Original languageEnglish (US)
Title of host publicationProceedings of Engineering Mechanics
Pages114-117
Number of pages4
Volume1
StatePublished - 1995
EventProceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) - Boulder, CO, USA
Duration: May 21 1995May 24 1995

Other

OtherProceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2)
CityBoulder, CO, USA
Period5/21/955/24/95

Fingerprint

Concretes
Steel

All Science Journal Classification (ASJC) codes

  • Architecture
  • Civil and Structural Engineering

Cite this

Boothby, T. E., Nanni, A., Bakis, C. E., & Huang, H. (1995). Bond of FRP rods embedded in concrete. In Proceedings of Engineering Mechanics (Vol. 1, pp. 114-117)
Boothby, Thomas E. ; Nanni, A. ; Bakis, Charles E. ; Huang, H. / Bond of FRP rods embedded in concrete. Proceedings of Engineering Mechanics. Vol. 1 1995. pp. 114-117
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Boothby, TE, Nanni, A, Bakis, CE & Huang, H 1995, Bond of FRP rods embedded in concrete. in Proceedings of Engineering Mechanics. vol. 1, pp. 114-117, Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2), Boulder, CO, USA, 5/21/95.

Bond of FRP rods embedded in concrete. / Boothby, Thomas E.; Nanni, A.; Bakis, Charles E.; Huang, H.

Proceedings of Engineering Mechanics. Vol. 1 1995. p. 114-117.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

TY - GEN

T1 - Bond of FRP rods embedded in concrete

AU - Boothby, Thomas E.

AU - Nanni, A.

AU - Bakis, Charles E.

AU - Huang, H.

PY - 1995

Y1 - 1995

N2 - The pull-out strengths of an axisymmetric FRP rod and a steel reinforcing bar embedded in concrete are compared analytically. It is found that the transverse weakness and flexibility of the FRP influences the pull-out strength of the FRP reinforcing bar, and makes it likely that the pull-out failure of the FRP bar will be governed by the FRP, whereas the capacity of the steel bar will be governed by the concrete.

AB - The pull-out strengths of an axisymmetric FRP rod and a steel reinforcing bar embedded in concrete are compared analytically. It is found that the transverse weakness and flexibility of the FRP influences the pull-out strength of the FRP reinforcing bar, and makes it likely that the pull-out failure of the FRP bar will be governed by the FRP, whereas the capacity of the steel bar will be governed by the concrete.

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M3 - Conference contribution

VL - 1

SP - 114

EP - 117

BT - Proceedings of Engineering Mechanics

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Boothby TE, Nanni A, Bakis CE, Huang H. Bond of FRP rods embedded in concrete. In Proceedings of Engineering Mechanics. Vol. 1. 1995. p. 114-117