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Experimental Program for Axially Loaded RC Walls with Openings Strengthened by FRP

Abstract

The presence of a new opening will decrease the axial capacity, thus, requiring upgrading. Satisfactory results were found when FRP was placed in the vicinity of the openings, being capable to restore the initial structural capacity. However, despite the considerable research carried out, there are still important research gaps that need to be further investigated. In this paper an experimental program aimed to study the influence of opening size and the strengthening pattern for RC walls will be presented. To achieve this aim, a two-level factorial experiment has been designed resulting in a total of nine wall specimens.

Category

Academic article

Language

English

Author(s)

  • Cosmin Popescu
  • Gabriel Sas
  • Björn Täljsten
  • Thomas Blanksvärd

Affiliation

  • SINTEF Narvik
  • Luleå University of Technology

Year

2014

Published in

Nordic Concrete Research

ISSN

0800-6377

Volume

50

Issue

22

Page(s)

285 - 288

View this publication at Norwegian Research Information Repository