MECHANICAL PROPERTIES OF FUNCTIONALLY GRADED THIN SLABS MADE FROM ECC AND UHPC
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F16%3A00305363" target="_blank" >RIV/68407700:21610/16:00305363 - 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
MECHANICAL PROPERTIES OF FUNCTIONALLY GRADED THIN SLABS MADE FROM ECC AND UHPC
Popis výsledku v původním jazyce
The contribution deals with properties of thin slabs that were manufactured from two different materials. The load bearing part of the slab is created by an Ultra-High Performance Steel Fiber Reinforcement Concrete (UHPSFRC) with short steel fibers Masterfiber 482. After 15 minutes the second layer of fine-grained ECC material with thickness about 10 mm reinforced by REC fibers Kuraray was spread on prepared slabs made from UHPSFRC. Total thickness of the slabs was 25 mm. Homogeneous slabs with thickness about 25 mm were manufactured except the functionally graded slabs. The slabs were made from the both mixtures. The performed thin slabs were tested in a four-point bending test. An assessment of particular slabs in the four-point bending test supplemented by material characteristics of particular matrixes tested on small beams with size of 160/40/40 mm without notch are also performed in the contribution. The functionally graded samples take advantage of the potential of the hi-tech UHPC material and properties of the ECC matrix that thanks to the reinforcement by PVA fibers prevents a formation of micro-cracks and a getting out of steel fibers on to the surface of a structure.
Název v anglickém jazyce
MECHANICAL PROPERTIES OF FUNCTIONALLY GRADED THIN SLABS MADE FROM ECC AND UHPC
Popis výsledku anglicky
The contribution deals with properties of thin slabs that were manufactured from two different materials. The load bearing part of the slab is created by an Ultra-High Performance Steel Fiber Reinforcement Concrete (UHPSFRC) with short steel fibers Masterfiber 482. After 15 minutes the second layer of fine-grained ECC material with thickness about 10 mm reinforced by REC fibers Kuraray was spread on prepared slabs made from UHPSFRC. Total thickness of the slabs was 25 mm. Homogeneous slabs with thickness about 25 mm were manufactured except the functionally graded slabs. The slabs were made from the both mixtures. The performed thin slabs were tested in a four-point bending test. An assessment of particular slabs in the four-point bending test supplemented by material characteristics of particular matrixes tested on small beams with size of 160/40/40 mm without notch are also performed in the contribution. The functionally graded samples take advantage of the potential of the hi-tech UHPC material and properties of the ECC matrix that thanks to the reinforcement by PVA fibers prevents a formation of micro-cracks and a getting out of steel fibers on to the surface of a structure.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
<a href="/cs/project/GA13-15175S" target="_blank" >GA13-15175S: Prvky z funkčně vrstvených vláknocementových kompozitů</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2016
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
Central Europe towards Sustainable Building 2016 - Innovations for Sustainable Future
ISBN
978-80-271-0248-8
ISSN
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e-ISSN
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Počet stran výsledku
8
Strana od-do
1272-1279
Název nakladatele
GRADA PUBLISHING
Místo vydání
Praha
Místo konání akce
Prague
Datum konání akce
22. 6. 2016
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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