Mechanically fastened FRP strengthening of large scale RC bridge T beams

Anthony J. Lamanna, Lawrence C. Bank, David T. Borowicz

Research output: Contribution to journalArticle

24 Scopus citations

Abstract

A new method has been developed for strengthening reinforced concrete beams for flexure which uses multiple mechanical fasteners to attach a fiber reinforced polymer (FRP) strip to the member. This study investigates the behavior of the method on full scale concrete T beams of three different steel reinforcement levels. The beams were strengthened without surface preparation, and the strips were attached with only four man-hours of labor per beam. The strengthened beams resulted in increases of up to 11.7 % in the yield moment and up to 27.2 % in the moment capacity at a deflection of L/135. The beams exhibited large amounts of ductility, before failure.

Original languageEnglish (US)
Pages (from-to)525-537
Number of pages13
JournalAdvances in Structural Engineering
Volume7
Issue number6
DOIs
StatePublished - Dec 1 2004
Externally publishedYes

Keywords

  • Frp strengthening
  • Power actuated fasteners
  • T beams

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

Fingerprint Dive into the research topics of 'Mechanically fastened FRP strengthening of large scale RC bridge T beams'. Together they form a unique fingerprint.

  • Cite this