Design of an Experimental Arch Pedestrian Bridge Made of UHPC

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21450%2F16%3A00305947" target="_blank" >RIV/68407700:21450/16:00305947 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21610/16:00305947
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Design of an Experimental Arch Pedestrian Bridge Made of UHPC
Original language description
This paper presents the design of an experimental arch pedestrian bridge made of ultra-high performance concrete (UHPC). The structure is designed as a permanent single-span bridge. The span of the bridge structure is 10.00 m, the total width of shell structure is 0.03 m, and the clearance width of the bridge is 1.50 m. The main structure of the bridge is one prefabricated arch shell structure made of UHPC with dispersed steel fibers without conventional reinforcement. Simultaneously with the designing of the bridge, computer analyses were created in which optimization of the material and geometric parameters of the structure were carried out. The presentation on the conference will contain also production and assembly of the pedestrian bridge. The presentation will include also long-term monitoring of the specimen of the shell structure in 1:1 scale and finally experimentally obtained load bearing capacity of the specimen. Production and testing of the bridge is scheduled for July 2016.
Czech name
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Czech description
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Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
IABSE CONGRESS STOCKHOLM, 2016, Challenges in Design and Construction of an Innovative and Sustainable Built Environment,
ISBN
978-3-85748-144-4
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
1352-1355
Publisher name
IABSE c/o ETH Hönggerberg
Place of publication
Zürich
Event location
Stockholm
Event date
Sep 21, 2016
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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