An Assessment of the Steel Fibre Distribution to Load Bearing Capacity of Lost Shuttering Slabs Made from UHPFRC
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00210347" target="_blank" >RIV/68407700:21610/13:00210347 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
An Assessment of the Steel Fibre Distribution to Load Bearing Capacity of Lost Shuttering Slabs Made from UHPFRC
Popis výsledku v původním jazyce
The lost shuttering slabs investigated in this paper were made from relatively new UHPFRC cementitious composite materials reinforced by steel fibres. The slabs were used for reconstructing a narrowed steel-concrete bridge. The slabs were used as a permanent formwork. Sets of material tests were made while the mixture recipe was under development and then tests of the manufactured precast elements were carried out. The mixture recipe was optimized for the mechanical properties. But mixture recipe was also optimized for homogeneity of the steel fibre distribution in the cross section. The steel fibre distribution has a significant impact on the mechanical properties of lost shuttering slabs, especially on the load-bearing capacity at bending. This paperdescribes not only the mechanical tests on the slabs (tension strength in bending), but also methods for checking the homogeneity of the steel fibre distribution the cross section for hardened UHPFRC.
Název v anglickém jazyce
An Assessment of the Steel Fibre Distribution to Load Bearing Capacity of Lost Shuttering Slabs Made from UHPFRC
Popis výsledku anglicky
The lost shuttering slabs investigated in this paper were made from relatively new UHPFRC cementitious composite materials reinforced by steel fibres. The slabs were used for reconstructing a narrowed steel-concrete bridge. The slabs were used as a permanent formwork. Sets of material tests were made while the mixture recipe was under development and then tests of the manufactured precast elements were carried out. The mixture recipe was optimized for the mechanical properties. But mixture recipe was also optimized for homogeneity of the steel fibre distribution in the cross section. The steel fibre distribution has a significant impact on the mechanical properties of lost shuttering slabs, especially on the load-bearing capacity at bending. This paperdescribes not only the mechanical tests on the slabs (tension strength in bending), but also methods for checking the homogeneity of the steel fibre distribution the cross section for hardened UHPFRC.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JM - Inženýrské stavitelství
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Kumulativní časově závislé procesy ve stavebních materiálech a konstrukcích</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2013
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Proceedings of the RILEM-fib-AFGC International Symposium on Ultra-High Performance Fibre-Reinforced Concrete
ISBN
978-2-35158-130-8
ISSN
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e-ISSN
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Počet stran výsledku
8
Strana od-do
405-412
Název nakladatele
RILEM Publications SARL
Místo vydání
Bagneux
Místo konání akce
Marseille
Datum konání akce
1. 10. 2013
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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