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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Supar, Khairi
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Publications (7/7 displayed)
- 2020Strength predictions of single-lap woven fabric Kenaf composites bolted joints
- 2018Three-dimensional Stress Analysis Study on Multi-Bolted Joints of Composite Platescitations
- 2017Stress distribution study on multi-holes configurations in woven fabric kenaf composite platescitations
- 2017XFEM modelling of open-hole woven fabric kenaf composite plates
- 2017Static Strength of Adhesively-bonded Woven Fabric Kenaf Composite Platescitations
- 20173-D modelling of single-lap multi-bolted joints under quasi-static conditionscitations
- 2016Experimental Strength of Woven Fabric Kenaf Composite Plates with Different Stacking Sequencescitations
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article
Static Strength of Adhesively-bonded Woven Fabric Kenaf Composite Plates
Abstract
<jats:title>Abstract</jats:title><jats:p>Natural fibers are potentially used as reinforcing materials and combined with epoxy resin as matrix system to form a superior specific strength (or stiffness) materials known as composite materials. The advantages of implementing natural fibers such as kenaf fibers are renewable, less hazardous during fabrication and handling process; and relatively cheap compared to synthetic fibers. The aim of current work is to conduct a parametric study on static strength of adhesively bonded woven fabric kenaf composite plates. Fabrication of composite panels were conducted using hand lay-up techniques, with variation of stacking sequence, over-lap length, joint types and lay-up types as identified in testing series. Quasi-static testing was carried out using mechanical testing following code of practice. Load-displacement profiles were analyzed to study its structural response prior to ultimate failures. It was found that cross-ply lay-up demonstrates better static strength compared to quasi-isotropic lay-up counterparts due to larger volume of 0° plies exhibited in cross-ply lay-up. Consequently, larger overlap length gives better joining strength, as expected, however this promotes to weight penalty in the joining structure. Most samples showed failures within adhesive region known as cohesive failure modes, however, few sample demonstrated interface failure. Good correlations of parametric study were found and discussed in the respective section.</jats:p>