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Wyszukujesz frazę "wood composites" wg kryterium: Temat


Wyświetlanie 1-2 z 2
Tytuł:
Investigations on Mechanical Properties of Bio-Waste Micro Particles Reinforced Phenol Formaldehyde Composites
Autorzy:
Sujin Jose, A.
Athijayamani, A.
Jani, S. P.
Stalany, Mago V.
Khan, Adam M.
Powiązania:
https://bibliotekanauki.pl/articles/2048760.pdf
Data publikacji:
2022
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
wood sawdust particles
coir pith particles
hybrid composites
mechanical properties
rule of mixture method
Opis:
A characteristic study on the phenol formaldehyde (PF) composite is carried out based on the micro level bio waste particles such as wood sawdust (WSD) and coir pith (CP). Composite is characterized by mechanical properties such as tensile, flexural and impact at different percentages of particles (0-50% by weight) to find out the optimum percentage of particle loading to get the maximum properties. The WSD/CP/PF hybrid composite is also prepared by two different methods i.e., one: one (1:1) ratio and rule of mixture. The first method (1:1) is used to find out the optimum level of hybrid particles loading to get the maximum properties. But, the second method is followed to find out the weight percentages of particles influencing the properties of resulting composite. The results show that the mechanical properties of WSD/PF are higher than CP/PF composite in the entire particle loading. The optimum particle loading to get the maximum properties is 40 wt.% in CP/PF composite, whereas for WSD/PF composite are at 30 wt.%. The hybrid composite (1:1) also gives the maximum properties at 30 wt.%. Moreover, the hybrid composite (20WSD/10CP) prepared by rule of mixture showed the highest mechanical properties compared to the other particle loading. It is identified that the WSD particles are most influencing the properties of PF composites than the CP particles. Fractographic study was performed using scanning electron microscope to examine the failure mechanism of the composite specimens.
Źródło:
Archives of Metallurgy and Materials; 2022, 67, 1; 377-384
1733-3490
Pojawia się w:
Archives of Metallurgy and Materials
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Choosing a proper method for strengthening WPC beams with grooving method using SWARA-EDAS
Autorzy:
Chini, Mahdi
Arefi Lale, Shahid
Zolfani Hashemkhani, Sarfaraz
Ustinovicius, Leonas
Powiązania:
https://bibliotekanauki.pl/articles/962280.pdf
Data publikacji:
2018
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
kompozyt drewno-polimer
WPC
odklejenie
rowkowanie
tworzywo sztuczne wzmocnione włóknem
FRP
analiza stopniowa
współczynnik oceny masy
SWARA
odległość od średniej rozwiązania
EDAS
wood polymer composites
debonding
grooving
fibre-reinforced plastic
step-wise analysis
weight assessment ratio
distance from average solution
Opis:
Wood plastic composite (WPC) is a lightweight material, resistant against corrosion and damage, with recyclability of consuming materials. These materials usually used in marine structures frequently due to their unique features. In order to strengthen beams made by this material, usually Fibre-reinforced plastic (FRP) sheets are used, and one of the fracture modes in these beams is debonding of FRP sheet from the surface of the beams. To deal with this problem some grooves are used in the surface of the beam to improve the contact surface. The grooves include longitudinal, transverse and diagonal grooves. The main goal of this study is to assess different grooving methods in WPC-FRP beams. In this regard, primarily criteria (improving resistance, performance speed, performance complexity, performance costs, displacement and absorbing energy) were determined through interviews with experts in this field in order to assess the beams. Then, SWARA method employed to evaluate criteria with a policy based perspective and finally EDAS method applied for evaluating related alternatives. Based on obtained results, the longitudinal groove method is the best way of strengthening WPC beams to prevent debonding.
Źródło:
Archives of Civil Engineering; 2018, 64, 4/I; 161-174
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-2 z 2

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