Issue |
MATEC Web Conf.
Volume 195, 2018
The 4th International Conference on Rehabilitation and Maintenance in Civil Engineering (ICRMCE 2018)
|
|
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Article Number | 02004 | |
Number of page(s) | 7 | |
Section | Structural Engineering | |
DOI | https://doi.org/10.1051/matecconf/201819502004 | |
Published online | 22 August 2018 |
Shear properties evaluation of natural fibre reinforced epoxy composites using V-notch shear test
1
Civil Engineering Department, University of Mataram, 83126, Mataram, Indonesia
2
Mechanical Engineering Department, University of Mataram, 83126, Mataram, Indonesia
* Corresponding author: jauhar.fajrin@unram.ac.id
This paper discusses the results of an experimental investigation on the shear properties of natural fibre composites using the V-Notch or Iosipescu shear test. The natural fiber composites were made of jute and hemp fibers reinforced epoxy polymer resin. The testing was conducted using an MTS machine equipped with a 10 kN load cell in accordance with the ASTM standard D5379M. The testing machine was set-up to apply a load with a speed of 2 mm/min. It was found that the jute fiber composites (JFC) have an average shear stress of 25.56 MPa, while the hemp fiber composites (HFC) have an average value of 22.46 MPa. The loaddisplacement graphs showed a nearly linear trend at the initial loading stage that slightly deflected prior to reaching the maximum load. Most of the specimens in both groups, JFC and HFC, showed fractures in a diagonal cracking pattern, known as an off-axial failure mode. Only a few specimens collapsed across the notched section. Both are customary failure modes for this type of shear test.
Key words: Shear properties / V-notch test / Natural fiber / Composites
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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