Analysis of the failure mode of FRC beams loaded axially and transversally

Kód výsledku v 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>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Analysis of the failure mode of FRC beams loaded axially and transversally

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

Analysis of the failure mode of FRC beams loaded axially and transversally

Popis výsledku anglicky

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.

Druh

O - Ostatní výsledky

CEP obor

JI - Kompositní materiály

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI2%2F496" target="_blank" >FR-TI2/496: Progresivní vláknobetonové stavební prvky a konstrukce</a><br>

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2013

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů