Experimental analysis of joints in slender footbridges from precast segments

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU149465" target="_blank" >RIV/00216305:26110/24:PU149465 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.4028/p-qn6MBp" target="_blank" >https://doi.org/10.4028/p-qn6MBp</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/p-qn6MBp" target="_blank" >10.4028/p-qn6MBp</a>

Result language
angličtina
Original language name
Experimental analysis of joints in slender footbridges from precast segments
Original language description
Slender concrete structures are often assembled from precast segments with concrete joints. Proper functioning of the joints, which are a source of discontinuity in prefabricated structures, is crucial in terms of the overall structure's serviceable life. They are typically cast between segments faces with formwork keys around their perimeter. This contribution compares the results from several numerical analyses of the joints with results obtained from experimental measurements. The analysis results were used in the design of stress ribbon footbridge recently constructed in Tyresta National Park in Sweden.
Czech name
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Czech description
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Publication year
2024
Confidentiality
C - Předmět řešení projektu podléhá obchodnímu tajemství (§ 504 Občanského zákoníku), ale název projektu, cíle projektu a u ukončeného nebo zastaveného projektu zhodnocení výsledku řešení projektu (údaje P03, P04, P15, P19, P29, PN8) dodané do CEP, jsou upraveny tak, aby byly zveřejnitelné.

Article name in the collection
29th Concrete Days Innovative Approaches in Bridge Engineering
ISBN
978-80-908943-0-3
ISSN
1662-0356
e-ISSN
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Number of pages
8
Pages from-to
41-48
Publisher name
Trans Tech Publications Ltd
Place of publication
Switzerland
Event location
Hradec Králové
Event date
Nov 7, 2023
Type of event by nationality
CST - Celostátní akce
UT code for WoS article
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