Analysis of the failure mode of FRC beams loaded axially and transversally
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00207324" target="_blank" >RIV/68407700:21110/13:00207324 - 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
Analysis of the failure mode of FRC beams loaded axially and transversally
Original language description
Within the innovation process a prestressed pier of noise barrier was designed instead of conventional reinforced concrete one. Results of full-scale tests of piers are analysed in the paper. Arrangement of the test set-up is discussed and its consequences on the failure mode of tested element. Values of load at cracking and ultimate loads are compared for reinforced concrete piers, prestressed piers from SFRC (steel fibre reinforced concrete) and from fibre reinforced concrete with synthetic fibres andprestressed piers from common concrete without fibres. Full scale tests and their analysis showed that prestressed piers have higher load-bearing capacity, enhanced durability and they are more economic than common reinforced concrete pier.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JI - Composite materials
OECD FORD branch
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Result continuities
Project
<a href="/en/project/FR-TI2%2F496" target="_blank" >FR-TI2/496: Advanced fiber reinforced building members and structures</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů