Abstract

The Deep Embedment (DE) technique is an innovative shear-enhancement retrofit technique for concrete structures that requires introduction of Fibre-Reinforced Polymer (FRP) or Steel bars upwards into vertical or inclined holes which have been drilled through the beam section. An experimental campaign consisting of ten two-span continuous reinforced concrete T-beams designed to fail in shear is presented. Results from these experiments have extended our current knowledge on the behaviour of continuous beams strengthened in shear by the DE technique. This paper provides a brief overview of the results obtained.

Original languageEnglish
Pages362-363
Number of pages2
Publication statusPublished - 1 Jan 2017
EventIABSE Conference, Bath 2017: Creativity and Collaboration - Instilling Imagination and Innovation in Structural Design - Bath, UK United Kingdom
Duration: 19 Apr 201720 Apr 2017

Conference

ConferenceIABSE Conference, Bath 2017: Creativity and Collaboration - Instilling Imagination and Innovation in Structural Design
Country/TerritoryUK United Kingdom
CityBath
Period19/04/1720/04/17

Keywords

  • Continuous Reinforced Concrete T-beams
  • DE FRP bars
  • DE steel bars
  • Deep Embedment
  • Fibre-Reinforced polymers
  • Retrofitting
  • Shear resistance
  • Strengthening

ASJC Scopus subject areas

  • Building and Construction
  • Civil and Structural Engineering

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