Issue |
E3S Web Conf.
Volume 483, 2024
The 3rd International Seminar of Science and Technology (ISST 2023)
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Article Number | 03019 | |
Number of page(s) | 14 | |
Section | Trends in Mathematics and Computer Science for Sustainable Living | |
DOI | https://doi.org/10.1051/e3sconf/202448303019 | |
Published online | 31 January 2024 |
Mechanical Properties of Recycling Mixed Waste Plastic Predicted on Pallet Application Using Finite Element Analysis
1 National Research and Innovation Agency, Research Center of Conversion and Conservation Energy, 15437 South Tangerang, Banten, Indonesia.
2 National Research and Innovation Agency, Research Center of Polymer, 15437 South Tangerang, Banten, Indonesia.
3 National Research and Innovation Agency, Research Center of Advanced Material, 15437 South Tangerang, Banten, Indonesia.
* Corresponding author: gali011@brin.go.id
The enormous use of plastic in any live sector will impact the waste plastic escalation. Unsorted and uncollected wasted plastic properly leads to the creation of mixed waste plastic in landfills. Therefore, mechanical recycling technology for processing mixed waste plastic into pasta phase has been developed. In this research, four sources of mixed waste plastic were implemented derived from household plastic bags (WPB), waste of plastic sack (WPS), waste of used carton beverage (WPAL) and waste plastic from drum pulper in pulp industry (WPI). Those materials were transformed into specimens through extrusion and compression molding, then tested for investigation the mechanical properties. A comparison of density, tensile strength, and compressive strength from each material was exposed comprehensively. Furthermore, finite element analysis (FEA) was employed to compute the reliability of recycle material properties in the pallet application under the racking condition test following ISO 8611 standard. Surprisingly, it was reported a potential performance with a maximum racking load until 700 kg for pallet product using all variants of mixed waste plastics. The maximum capacity was obtained based on consideration of the FEA result exhibited in tresca or maximum shear stress, total deformation, and factor of safety design.
© The Authors, published by EDP Sciences, 2024
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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