Design and Development of Coconut Fiber Sandwich Panel Ceilings

This study aims to evaluate how varying the amount and length of coconut fiber affects the mechanical properties of sandwich ceiling panels, specifically their tensile and flexural strength. The panels are made of alternating layers of coconut fiber and plywood, bonded with polyester resin. Laboratory experiments were conducted at Manado State Polytechnic, focusing on tensile strength testing (ASTM D 638-02) and flexural strength testing (ASTM D 790-02). The coconut fiber volume fractions used were 30%, 40%, and 50%, with fiber lengths of 10-20 mm and 30-40 mm. Results showed a positive correlation between fiber volume fraction and length with improved tensile and flexural strength. The highest tensile strength (19.97 MPa) was achieved with a 50% fiber volume fraction and 30-40 mm fiber length, while the highest flexural strength (25.7 MPa) was obtained with a 50% fiber volume fraction and 10-20 mm fiber length.

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Publication Details

Journal
Proceedings of International Exchange and Innovation Conference on Engineering & Sciences (IEICES)
Published
2024-10-17
DOI
https://doi.org/10.5109/7323335
Primary Topic
Natural Fiber Reinforced Composites
Type
article
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article

Design and Development of Coconut Fiber Sandwich Panel Ceilings

Rilya Rumbayan, Imran Musanif, Febriane Paulina Makalew, MY Noorwahyu Budhyowati et al.
Proceedings of International Exchange and Innovation Conference on Engineering & Sciences (IEICES)
Natural Fiber Reinforced Composites
article

Design and Development of Coconut Fiber Sandwich Panel Ceilings

Rilya Rumbayan, Imran Musanif, Febriane Paulina Makalew, MY Noorwahyu Budhyowati, Beldy Tombeg
article en

Abstract

This study aims to evaluate how varying the amount and length of coconut fiber affects the mechanical properties of sandwich ceiling panels, specifically their tensile and flexural strength. The panels are made of alternating layers of coconut fiber and plywood, bonded with polyester resin. Laboratory experiments were conducted at Manado State Polytechnic, focusing on tensile strength testing (ASTM D 638-02) and flexural strength testing (ASTM D 790-02). The coconut fiber volume fractions used were 30%, 40%, and 50%, with fiber lengths of 10-20 mm and 30-40 mm. Results showed a positive correlation between fiber volume fraction and length with improved tensile and flexural strength. The highest tensile strength (19.97 MPa) was achieved with a 50% fiber volume fraction and 30-40 mm fiber length, while the highest flexural strength (25.7 MPa) was obtained with a 50% fiber volume fraction and 10-20 mm fiber length.

Proceedings of International Exchange and Innovation Conference on Engineering & Sciences (IEICES)Vol. 10
Manado State University (ID)
Openalex Percentile: Top 55%
Natural Fiber Reinforced Composites
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Design and Development of Coconut Fiber Sandwich Panel Ceilings — Rilya Rumbayan, Imran Musanif, et al. · Proceedings of International Exchange and Innovation Conference on Engineering & Sciences (IEICES) (2024) | TGRS Research Map | TGRS