UHPC Connection of Precast Bridge Deck

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F16%3A00303386" target="_blank" >RIV/68407700:21610/16:00303386 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21110/16:00303386
Result on the web
<a href="http://www.extension.iastate.edu/registration/events/UHPCPapers/UHPC_ID51.pdf" target="_blank" >http://www.extension.iastate.edu/registration/events/UHPCPapers/UHPC_ID51.pdf</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.21838/uhpc.2016.51" target="_blank" >10.21838/uhpc.2016.51</a>

Result language
angličtina
Original language name
UHPC Connection of Precast Bridge Deck
Original language description
Ultra high performance concrete is very promising material for many construction applications. Its outstanding features are generally known [1][2]. UHPC should be used in complex structural details like joints of precast elements. Acceleration of bridge construction requires the development of new construction methods. In composite steel concrete bridges the cast in situ bridge deck may be replaced by a precast deck. For fast assembly the joints have to be solved adequately. UHPC joints represent an alternative which can satisfy the requirements on mechanical properties of joints, on construction and economy. The function of the joints and connections was experimentally verified using three different experiments. The performance of beams with precast slab with UHPC joint and cast in situ slab was compared.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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