Experimental Verification of UHPC Connections of Precast Elements in a Steel-Concrete Composite Beam
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00301720" target="_blank" >RIV/68407700:21110/16:00301720 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Experimental Verification of UHPC Connections of Precast Elements in a Steel-Concrete Composite Beam
Original language description
With the general still growing need for shortening of the construction time a need for finding of new innovative structural solutions using modern materials with high durability also rises. Steel-concrete composite bridges with bridge deck made of prefabricated elements joined with UHPC represent a very feasible design alternative. To gain more knowledge about behaviour of the shear connection using this new material, it is necessary to carry out experimental measurements. This paper describes experimental comparison of load bearing capacity of conventional steel-concrete composite beams and beams with precast elements and UHPC joints.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/TE01020168" target="_blank" >TE01020168: Centre for Effective and Sustainable Transport Infrastructure (CESTI)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů