<div class="csl-bib-body">
<div class="csl-entry">Fasching, S., Huber, T., Rath, M., & Kollegger, J. (2021). Semi‐precast segmental bridges: Development of a new construction method using thin‐walled prefabricated concrete elements. <i>Structural Concrete</i>, <i>22</i>(3), 1561–1573. https://doi.org/10.1002/suco.202000474</div>
</div>
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dc.identifier.issn
1464-4177
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dc.identifier.uri
http://hdl.handle.net/20.500.12708/137418
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dc.description.abstract
In order to understand the overall picture, the different technologies for the use of thin‐walled prefabricated elements in bridge construction as well as the first‐time application of them in a bridge project in Austria are described in this paper. Thereafter a newly developed construction method for the on‐site fabrication of lightweight box‐shaped segments from thin‐walled concrete elements, strengthened with steel girders, is explained with the focus lying on the construction of a prototype in a 1:1 scaling. The conceptional design, the manufacturing in a prefabrication plant in Austria and the transport to a construction site are illustrated. Finally, an application example of the new technology is shown based on a design using the incremental launching method. The research confirms the feasibility of the on‐site assembly of segments from thin‐walled prefabricated elements and that this construction method, once minor constructive details will be solved in the ongoing research project, has great potential for a broad application in bridge construction.
en
dc.relation.ispartof
Structural Concrete
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dc.subject
Mechanics of Materials
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dc.subject
General Materials Science
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dc.subject
concrete
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dc.subject
Building and Construction
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dc.subject
Civil and Structural Engineering
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dc.subject
bridge construction
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dc.subject
lightweight girder
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dc.subject
monolithic bridge girder
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dc.subject
post‐
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dc.subject
tensioning
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dc.subject
semi‐
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dc.subject
prefabricated
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dc.subject
thin‐
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dc.subject
walled prefabricated elements
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dc.title
Semi‐precast segmental bridges: Development of a new construction method using thin‐walled prefabricated concrete elements
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dc.type
Artikel
de
dc.type
Article
en
dc.description.startpage
1561
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dc.description.endpage
1573
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dc.type.category
Original Research Article
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tuw.container.volume
22
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tuw.container.issue
3
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tuw.journal.peerreviewed
true
-
tuw.peerreviewed
true
-
tuw.researchTopic.id
E5
-
tuw.researchTopic.id
M5
-
tuw.researchTopic.id
C6
-
tuw.researchTopic.name
Efficient Utilisation of Material Resources
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tuw.researchTopic.name
Composite Materials
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tuw.researchTopic.name
Modelling and Simulation
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tuw.researchTopic.value
50
-
tuw.researchTopic.value
25
-
tuw.researchTopic.value
25
-
dcterms.isPartOf.title
Structural Concrete
-
tuw.publication.orgunit
E212-02 - Forschungsbereich Stahlbeton- und Massivbau
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tuw.publisher.doi
10.1002/suco.202000474
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dc.identifier.eissn
1751-7648
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dc.description.numberOfPages
13
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tuw.author.orcid
0000-0002-0102-646X
-
tuw.author.orcid
0000-0001-9248-1662
-
wb.sci
true
-
wb.sciencebranch
Bauingenieurwesen
-
wb.sciencebranch.oefos
2011
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wb.facultyfocus
Modellbildung
de
wb.facultyfocus
Modelling
en
wb.facultyfocus.faculty
E200
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item.openairetype
research article
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item.grantfulltext
none
-
item.fulltext
no Fulltext
-
item.cerifentitytype
Publications
-
item.openairecristype
http://purl.org/coar/resource_type/c_2df8fbb1
-
crisitem.author.dept
E212-02 - Forschungsbereich Stahlbeton- und Massivbau
-
crisitem.author.dept
E212-02 - Forschungsbereich Stahlbeton- und Massivbau
-
crisitem.author.dept
E212-02 - Forschungsbereich Stahlbeton- und Massivbau