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Wyszukujesz frazę "modulus of rupture" wg kryterium: Temat


Wyświetlanie 1-2 z 2
Tytuł:
Enhancement of mechanical properties of concrete using microwave cured bamboo composites
Autorzy:
Adeniyi, Ajayi Joseph
Gana, James
Adanikin, Ariyo
Ogedengbe, Kola
Idowu, Abundance
Powiązania:
https://bibliotekanauki.pl/articles/2174042.pdf
Data publikacji:
2022
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
włókno bambusowe
wytrzymałość na ściskanie
utwardzanie mikrofalowe
moduł zerwania
pęcznienie
kauczuk styrenowo-butadienowy
bamboo fibre
compressive strength
microwave curing
modulus of rupture
swelling
styrene butadiene rubber
Opis:
Microwave curing of bamboo fiber increases the physical and mechanical qualities of cement concrete, according to previous studies. However, there are limited research on their endurance when used as an additive in concrete manufacturing to increase strength. The impact of bamboo fiber and Styrene Butadiene Rubber (SBR) on the mechanical and microstructure of the resulting concrete is investigated in this study. With the inclusion of bamboo fiber ranging from 0-1.5%, a mix ratio of 1:1.5:3 was used. To make the samples, 10% SBR by weight of cement was dissolved in the mixing water. The batching was done by weight, with a water cement ratio of 0.6. Compressive strength, water absorption, swelling, modulus of elasticity, and modulus of rupture were all studied as mechanical properties. Various characterization tests such as SEM, EDS, FTIR, XRD, and TGA were performed on the microstructure, crystalline nature, and mineral composition of certain samples. According to the FTIR study’s findings, peak levels were detected in the O-H stretching, C-H fiber and CH2 functional groups, carbonyl group, C-O and C-C functional groups. As the temperature climbed, TGA measurements showed a drop in weight. The XRD test revealed peak levels of 6.611, 4.255, and 3.855 for sanidine, quartz, and calcite, respectively. After 28 days, the inclusion of bamboo fibers as an additive in concrete shows some promising outcomes in compressive strength, with samples containing 1% and 1.5% bamboo fiber cured at 80C having a higher compressive strength value.
Źródło:
Archives of Civil Engineering; 2022, 68, 3; 553--567
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Enhancement of tensile performance of concrete by using synthetic polypropylene fibers
Autorzy:
Jienmaneechotchai, Thunyawee
Foytong, Piyawat
Khunkitti, Pirat
Sata, Vanchai
Chindaprasirt, Prinya
Powiązania:
https://bibliotekanauki.pl/articles/36072281.pdf
Data publikacji:
2023
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
polypropylene fibre
modulus of rupture
toughness
Opis:
The research attempted to investigate the effect of polypropylene fibers (PP fibers) on the mechanical characteristics of concrete. According to ASTM C39/C39M and ASTM C 1609/C1609M, standard testing methods were used to examine the concrete compressive and flexural strength, post-cracking behavior, and toughness. The mechanical properties were evaluated at different ages of concrete curing, namely 1 day, 7 days, and 28 days, and for different quantities of fiber volume portions, specifically 0.0%, 0.5%, and 1.0%. The results demonstrate that a fiber volume of 0.5% is the most effective in obtaining the highest compressive strength. The recorded values at the related testing ages were 31.07 MPa, 41.51 MPa, and 46.68 MPa. Additionally, the utilization of 0.5% and 1.0% volume of PP fiber in concrete resulted in improved flexural strength and post-cracking performance. The toughness values for these mixes were 2.0 and 2.6 times higher than those for the plain concrete. Upon analyzing the fracture surface, there was a homogeneous distribution of fibers, which played a significant role in enhancing the overall functionality of the concrete. The research validated that the inclusion of polypropylene fibers substantially enhanced the mechanical characteristics of concrete, emphasizing the potential of fiber reinforcement in concrete-based implementations.
Źródło:
Scientific Review Engineering and Environmental Sciences; 2023, 32, 4; 320-337
1732-9353
Pojawia się w:
Scientific Review Engineering and Environmental Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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