Case study of fiber reinforced, lightweight concrete, intended for production of precast elements
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F24%3A00598220" target="_blank" >RIV/68081723:_____/24:00598220 - isvavai.cz</a>
Výsledek na webu
<a href="https://www.sciencedirect.com/science/article/pii/S2214509524009069?via%3Dihub" target="_blank" >https://www.sciencedirect.com/science/article/pii/S2214509524009069?via%3Dihub</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.cscm.2024.e03755" target="_blank" >10.1016/j.cscm.2024.e03755</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Case study of fiber reinforced, lightweight concrete, intended for production of precast elements
Popis výsledku v původním jazyce
The presented work was focused on developing a lightweight, quasi self-compacting, fiber reinforced concrete mix for pre-cast use. The research activities covered a complex iteration design process and experimental tests leading to the selection of the final mix. The threshold requirements for the final mix were: strength class of at least LC 25/28, quasi self-compacting properties of the fresh concrete mix and good quality of the surfaces of hardened elements. During the design process a wide array of lightweight aggregates was considered characterized by bulk density ranging from 340 kg/m3 to 750 kg/m3. Ten different concrete mixes were created. Two mixes characterized by most promising properties were further developed by the addition of steel fiber. Eventually, one of the mixes was chosen for the final tests. Compressive strength after different time intervals, tensile strength, shear strength and LOP characteristics of the chosen mix were of key interest. Durability associated properties were also tested. Ultimately, lightweight concrete with the density of 1640 kg/m3 and the strength class of LC 30/33 was obtained.
Název v anglickém jazyce
Case study of fiber reinforced, lightweight concrete, intended for production of precast elements
Popis výsledku anglicky
The presented work was focused on developing a lightweight, quasi self-compacting, fiber reinforced concrete mix for pre-cast use. The research activities covered a complex iteration design process and experimental tests leading to the selection of the final mix. The threshold requirements for the final mix were: strength class of at least LC 25/28, quasi self-compacting properties of the fresh concrete mix and good quality of the surfaces of hardened elements. During the design process a wide array of lightweight aggregates was considered characterized by bulk density ranging from 340 kg/m3 to 750 kg/m3. Ten different concrete mixes were created. Two mixes characterized by most promising properties were further developed by the addition of steel fiber. Eventually, one of the mixes was chosen for the final tests. Compressive strength after different time intervals, tensile strength, shear strength and LOP characteristics of the chosen mix were of key interest. Durability associated properties were also tested. Ultimately, lightweight concrete with the density of 1640 kg/m3 and the strength class of LC 30/33 was obtained.
Klasifikace
Druh
J<sub>imp</sub> - Článek v periodiku v databázi Web of Science
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/EH22_008%2F0004631" target="_blank" >EH22_008/0004631: Materiály a technologie pro udržitelný rozvoj</a><br>
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2024
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Case Studies in Construction Materials
ISSN
2214-5095
e-ISSN
2214-5095
Svazek periodika
21
Číslo periodika v rámci svazku
DEC
Stát vydavatele periodika
NL - Nizozemsko
Počet stran výsledku
13
Strana od-do
e03755
Kód UT WoS článku
001315546100001
EID výsledku v databázi Scopus
2-s2.0-85203514815