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Influence of Filler Surface Modification on Static and Dynamic Mechanical Responses of Rice Husk Reinforced Linear Low-Density Polyethylene Composites

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EN
Abstrakty
EN
Filler surface modification has become an essential approach to improve the compatibility problem between natural fillers and polymer matrices. However, there is limited work that concerns on this particular effect under dynamic loading conditions. Therefore, in this study, both untreated and treated low linear density polyethylene/rice husk composites were tested under static (0.001 s-1, 0.01 s-1 and 0.1 s-1) and dynamic loading rates (650 s-1, 900 s-1 and 1100 s-1) using universal testing machine and split Hopkinson pressure bar equipment, respectively. Rice husk filler was modified using silane coupling agents at four different concentrations (1, 3, 5 and 7% weight percentage of silane) at room temperature. This surface modification was experimentally proven by Fourier transform infrared and Field emission scanning electron microscopy. Results show that strength properties, stiffness properties and yield behaviour of treated composites were higher than untreated composites. Among the treated composites, the 5% silane weight percentage composite shows the optimum mechanical properties. Besides, the rate of sensitivity of both untreated and treated composites also shows great dependency on strain rate sensitivity with increasing strain rate. On the other hand, the thermal activation volume shows contrary trend. For fracture surface analysis, the results show that the treated LLDPE/RH composites experienced less permanent deformation as compared to untreated LLDPE/RH composites. Besides, at dynamic loading, the fracture surface analysis of the treated composites showed good attachment between RH and LLDPE.
Twórcy
  • Universiti Malaysia Perlis (UniMAP), Centre of Excellent Geopolymer & Green Technology (CeGeoGTech), Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Centre of Excellent Geopolymer & Green Technology (CeGeoGTech), Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Centre of Excellent Geopolymer & Green Technology (CeGeoGTech), Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
  • Częstochowa University of Technology, Faculty of Mechanical Engineering and Computer Science, 42-200 Częstochowa, Poland
  • Częstochowa University of Technology, Faculty of Mechanical Engineering and Computer Science, 42-200 Częstochowa, Poland
  • Universiti Sains Malaysia, School of Materials and Mineral Resources Engineering, Pulau Pinang, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Centre of Excellent Geopolymer & Green Technology (CeGeoGTech), Perlis, Malaysia
  • Universiti Malaysia Perlis (UniMAP), Centre of Excellent Geopolymer & Green Technology (CeGeoGTech), Perlis, Malaysia
autor
  • Universiti Malaysia Perlis (UniMAP), Faculty of Chemical Engineering Technology, Perlis, Malaysia
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Uwagi
1. The author would like to acknowledge Malaysian Ministry of Higher Education (MOHE), Fundamental Research Grant (FRGS) (grant no.: FRGS/2/2013TK04/UNIMAP/02/2), Universiti Malaysia Perlis (grant no.: 9003-00390, 9007-00067, 9017-00014, 9007-00130) and Universiti Sains Malaysia (USM) (grant no.: 811070) for sponsoring and providing financial assistance for this research work. The authors would like to extend their gratitude to Department of Physics and Faculty of Mechanical Engineering and Computer Science, Częstochowa University of Technology, Częstochowa, Poland.
2. Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-061a4075-31a7-419e-90ac-da8f78923ace
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