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Application potential of textile reinforcement in concrete construction for infrastructure buildings: environmental performance and availability

 Application potential of textile reinforcement in concrete construction for infrastructure buildings: environmental performance and availability
Autor(en): ORCID, ORCID, ,
Beitrag für IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, veröffentlicht in , S. 836-844
DOI: 10.2749/ghent.2021.0836
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With the building industry being one of the main sources of carbon dioxide emission worldwide and concrete being the main construction material, new strategies have to be developed to reduce the ca...
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Bibliografische Angaben

Autor(en): ORCID (University of Natural Resources and Life Sciences, Vienna, Austria)
ORCID (University of Natural Resources and Life Sciences, Vienna, Austria)
(TU Wien, Vienna, Austria‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
(TU Wien, Vienna, Austria‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Veröffentlicht in:
Seite(n): 836-844 Anzahl der Seiten (im PDF): 9
Seite(n): 836-844
Anzahl der Seiten (im PDF): 9
DOI: 10.2749/ghent.2021.0836
Abstrakt:

With the building industry being one of the main sources of carbon dioxide emission worldwide and concrete being the main construction material, new strategies have to be developed to reduce the carbon footprint thereof. The use of high-performance materials in structural concrete, as for example textile-reinforced concrete (TRC), seems to allow for a reduction of the resource consumption and the carbon emissions. The present paper addresses potential applications of TRC examining the global warming potential (GWP) of a rail platform barrier. The resource consumption is depicted in a parametrical study in terms of the necessary component height and reinforcement area considering both the serviceability limit state (SLS) as well as the ultimate limit state (ULS). The results clearly indicate an achievable reduction of the GWP during construction when using textile reinforcement made of high-performance fibres. Furthermore, an analysis of the European market was conducted to prove the availability of this new reinforcement type.

Stichwörter:
Treibhauspotenzial Optimierung Textilbeton
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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