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Environmental impact of concrete structures reinforced with GFRP bars : A simplified study on columns

Al-Ayish, Nadia (författare)
RISE,CBI Betonginstitutet
Malaga, Katarina (författare)
RISE,CBI Betonginstitutet
Hadi, Mohammad (författare)
University of Wollongong, Australia
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Neaz Sheikh, M. (författare)
University of Wollongong, Australia
Gudmundsson, Kjartan, 1968- (författare)
KTH,Byggvetenskap
Karoumi, Raid, 1962- (författare)
KTH,Bro- och stålbyggnad
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 (creator_code:org_t)
International Federation for Structural Concrete, 2019
2019
Engelska.
Ingår i: Proceedings of the fib Symposium 2019. - : International Federation for Structural Concrete. - 9782940643004 ; , s. 1998-2005
  • Konferensbidrag (refereegranskat)
Abstract Ämnesord
Stäng  
  • Concrete has a significant influence on the global warming due to its high usage in the construction industry. There are a few different strategies to increase the sustainability potential of concrete structures. Most of these strategies involve reduction of the total clinker content. One strategy, which is often neglected due to its complexity, is to increase the durability of the concrete structure. By increasing the durability, the need for repair and maintenance is reduced and thus less resources are consumed during the service life. One of the main deterioration mechanisms in concrete structures is the corrosion of steel reinforcement. A strategy to increase the service life of concrete structures in harsh environment would therefore be to increase the durability of concrete or to use low- or non-corrosive reinforcement instead of traditional steel reinforcement. This paper focuses on the latter. Glass fibre reinforced polymer (GFRP) bars are non-corrosive and have emerged as an alternative to steel bars in reinforced concrete structures in harsh environment. They have other mechanical properties than steel and opens for alternative mix designs for concrete. However, the environmental impact of concrete structures reinforced with GFRP bars has not been fully investigated and most life-cycle assessment (LCA) studies have an exchange ratio of 1:1 between GFRP and steel bars despite differences in the mechanical properties. This paper studies the climate impact of concrete columns reinforced with GFRP bars through an LCA methodology, focusing on the functional unit.

Ämnesord

TEKNIK OCH TEKNOLOGIER  -- Samhällsbyggnadsteknik -- Infrastrukturteknik (hsv//swe)
ENGINEERING AND TECHNOLOGY  -- Civil Engineering -- Infrastructure Engineering (hsv//eng)

Nyckelord

Concrete columns
Durability
GFRP
Global warming potential
LCA
Bars (metal)
Columns (structural)
Concrete buildings
Concrete construction
Construction industry
Deterioration
Environmental impact
Fiber reinforced plastics
Global warming
Life cycle
Reinforced concrete
Repair
Steel corrosion
Steel fibers
Sustainable development
Concrete column
Deterioration mechanism
Durability of concretes
Glass fibre reinforced polymer (GFRP) bars
Life Cycle Assessment (LCA)
Sustainability-potential
Mechanical properties

Publikations- och innehållstyp

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