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IRESCO

Innovative REtrofitting for Substandard COnstruction

Total Cost €

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EC-Contrib. €

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Partnership

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Project "IRESCO" data sheet

The following table provides information about the project.

Coordinator
THE UNIVERSITY OF SHEFFIELD 

Organization address
address: FIRTH COURT WESTERN BANK
city: SHEFFIELD
postcode: S10 2TN
website: www.shef.ac.uk

contact info
title: n.a.
name: n.a.
surname: n.a.
function: n.a.
email: n.a.
telephone: n.a.
fax: n.a.

 Coordinator Country United Kingdom [UK]
 Project website https://iresco-srg.weebly.com/
 Total cost 195˙454 €
 EC max contribution 195˙454 € (100%)
 Programme 1. H2020-EU.1.3.2. (Nurturing excellence by means of cross-border and cross-sector mobility)
 Code Call H2020-MSCA-IF-2015
 Funding Scheme MSCA-IF-EF-ST
 Starting year 2016
 Duration (year-month-day) from 2016-09-01   to  2018-08-31

 Partnership

Take a look of project's partnership.

# participants  country  role  EC contrib. [€] 
1    THE UNIVERSITY OF SHEFFIELD UK (SHEFFIELD) coordinator 195˙454.00

Map

 Project objective

Society worldwide is more exposed to seismic hazards due to rapid population growth and urbanization. Since the turn of the millennium, fatalities due to earthquakes were over 60,000/year, with a $300 billion/year estimated direct economic loss. Recent major earthquakes (China 2008, Haiti 2010, Lorca 2011, Japan 2012, Nepal 2015) have highlighted yet again the vulnerability of the existing substandard building stock in Europe as well as in developing countries, mainly due to inappropriate design and poor construction practices. Although new technologies, such as Fibre Reinforced Polymers (FRP), are effective for strengthening substandard structures, their high material cost is an obstacle for their widespread application, especially in developing countries. This project aims to develop an innovative and economic strengthening solution by using a novel mortar-based composite (R-SRG), which comprises of recycled high strength steel cords, by-product of tyre recycling, embedded in an inorganic grout matrix. This novel technique can be efficiently used for flexural, axial and shear strengthening of reinforced concrete (RC) members and it is cost effective (more than 40% cheaper than using FRP), fire resistant, sustainable, and has low environmental impact. While proof of concept studies by the applicant have demonstrated the efficiency of the SRG technique, this project bridges the knowledge gap by developing fundamental understanding, design-oriented models and performance-based design guidelines so that this new technique can be introduced in practice. The outcomes of this project will lead to a new generation of low-cost and efficient retrofitting systems for deteriorated or seismically deficient structures with high impact on both economy and society.

 Publications

year authors and title journal last update
List of publications.
2018 Georgia E. Thermou, Iman Hajirasouliha
Compressive behaviour of concrete columns confined with steel-reinforced grout jackets
published pages: 222-231, ISSN: 1359-8368, DOI: 10.1016/J.COMPOSITESB.2017.11.041
Composites Part B: Engineering 138 2019-05-14
2018 Georgia E. Thermou, Iman Hajirasouliha
Design-oriented models for concrete columns confined by steel-reinforced grout jackets
published pages: 313-326, ISSN: 0950-0618, DOI: 10.1016/J.CONBUILDMAT.2018.05.088
Construction and Building Materials 178 2019-05-14

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The information about "IRESCO" are provided by the European Opendata Portal: CORDIS opendata.

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