Assessment of the Environmental Impacts of Bridge Designs Involving UHPFRC
Ultra-High-Performance Fibre-Reinforced Cementitious Composite (UHPFRC) has been developed to design lightweight structures and enhance existing designs. As the environmental footprint of the construction industry must be significantly reduced, the potential to lower environmental impacts of structu...
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MDPI AG
2021
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oai:doaj.org-article:ac4bbd5fe90d4d4297c9e7a49e27cf672021-11-25T19:00:44ZAssessment of the Environmental Impacts of Bridge Designs Involving UHPFRC10.3390/su1322123992071-1050https://doaj.org/article/ac4bbd5fe90d4d4297c9e7a49e27cf672021-11-01T00:00:00Zhttps://www.mdpi.com/2071-1050/13/22/12399https://doaj.org/toc/2071-1050Ultra-High-Performance Fibre-Reinforced Cementitious Composite (UHPFRC) has been developed to design lightweight structures and enhance existing designs. As the environmental footprint of the construction industry must be significantly reduced, the potential to lower environmental impacts of structures using UHPFRC needs to be explored. While the greenhouse gas emissions of a volume of UHPFRC are higher than that of the same volume of concrete, UHPFRC enables the reduction in the amount of material required in structural designs and improves the durability of structures. The environmental impacts of structural designs must thus be compared on the cradle-to-grave use cycle of the design at a project scale. In this study, a methodology is proposed to evaluate the ecological burdens of several bridge designs involving various structural elements in UHPFRC. The method proposes an analysis over three time horizons: first, the construction phase, then including the scheduled maintenance, and finally, adding the elimination. A case study of a short-span bridge in Switzerland is used to assess three alternatives of bridge designs: a conventional reinforced-concrete structure, a composite timber–UHPFRC bridge, and a full-UHPFRC solution. The results show that timber–UHPFRC structures can significantly reduce the environmental impacts of bridge designs, showing promising results in terms of sustainable development. The use of the methodology supports bridge owners in assessing the environmental impacts of structural designs.Numa BertolaCélia KüpferEdgar KälinEugen BrühwilerMDPI AGarticleultra-high-performance fibre-reinforced cementitious compositelife cycle analysisstructural UHPFRCcomposite structuresprefabricated bridge elementsEnvironmental effects of industries and plantsTD194-195Renewable energy sourcesTJ807-830Environmental sciencesGE1-350ENSustainability, Vol 13, Iss 12399, p 12399 (2021) |
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DOAJ |
language |
EN |
topic |
ultra-high-performance fibre-reinforced cementitious composite life cycle analysis structural UHPFRC composite structures prefabricated bridge elements Environmental effects of industries and plants TD194-195 Renewable energy sources TJ807-830 Environmental sciences GE1-350 |
spellingShingle |
ultra-high-performance fibre-reinforced cementitious composite life cycle analysis structural UHPFRC composite structures prefabricated bridge elements Environmental effects of industries and plants TD194-195 Renewable energy sources TJ807-830 Environmental sciences GE1-350 Numa Bertola Célia Küpfer Edgar Kälin Eugen Brühwiler Assessment of the Environmental Impacts of Bridge Designs Involving UHPFRC |
description |
Ultra-High-Performance Fibre-Reinforced Cementitious Composite (UHPFRC) has been developed to design lightweight structures and enhance existing designs. As the environmental footprint of the construction industry must be significantly reduced, the potential to lower environmental impacts of structures using UHPFRC needs to be explored. While the greenhouse gas emissions of a volume of UHPFRC are higher than that of the same volume of concrete, UHPFRC enables the reduction in the amount of material required in structural designs and improves the durability of structures. The environmental impacts of structural designs must thus be compared on the cradle-to-grave use cycle of the design at a project scale. In this study, a methodology is proposed to evaluate the ecological burdens of several bridge designs involving various structural elements in UHPFRC. The method proposes an analysis over three time horizons: first, the construction phase, then including the scheduled maintenance, and finally, adding the elimination. A case study of a short-span bridge in Switzerland is used to assess three alternatives of bridge designs: a conventional reinforced-concrete structure, a composite timber–UHPFRC bridge, and a full-UHPFRC solution. The results show that timber–UHPFRC structures can significantly reduce the environmental impacts of bridge designs, showing promising results in terms of sustainable development. The use of the methodology supports bridge owners in assessing the environmental impacts of structural designs. |
format |
article |
author |
Numa Bertola Célia Küpfer Edgar Kälin Eugen Brühwiler |
author_facet |
Numa Bertola Célia Küpfer Edgar Kälin Eugen Brühwiler |
author_sort |
Numa Bertola |
title |
Assessment of the Environmental Impacts of Bridge Designs Involving UHPFRC |
title_short |
Assessment of the Environmental Impacts of Bridge Designs Involving UHPFRC |
title_full |
Assessment of the Environmental Impacts of Bridge Designs Involving UHPFRC |
title_fullStr |
Assessment of the Environmental Impacts of Bridge Designs Involving UHPFRC |
title_full_unstemmed |
Assessment of the Environmental Impacts of Bridge Designs Involving UHPFRC |
title_sort |
assessment of the environmental impacts of bridge designs involving uhpfrc |
publisher |
MDPI AG |
publishDate |
2021 |
url |
https://doaj.org/article/ac4bbd5fe90d4d4297c9e7a49e27cf67 |
work_keys_str_mv |
AT numabertola assessmentoftheenvironmentalimpactsofbridgedesignsinvolvinguhpfrc AT celiakupfer assessmentoftheenvironmentalimpactsofbridgedesignsinvolvinguhpfrc AT edgarkalin assessmentoftheenvironmentalimpactsofbridgedesignsinvolvinguhpfrc AT eugenbruhwiler assessmentoftheenvironmentalimpactsofbridgedesignsinvolvinguhpfrc |
_version_ |
1718410423857840128 |