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All Journal PROFESI (Profesional Islam): Media Publikasi Penelitian Industrial Research Workshop and National Seminar Journal of Planning and Research in Civil Engineering Jurnal Masyarakat Berdikari dan Berkarya (MARDIKA) Inspirasi: Jurnal Pengabdian Masyarakat JMTSS
Salsabila, Shafira
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Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Dentistry Education Electrical & Electronics Engineering Engineering Health Professions Industrial & Manufacturing Engineering Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Other

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Journal : Journal of Planning and Research in Civil Engineering

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Perbandingan Arah Serat Material Komposit Natural Fiber Reinforced Polymer (NFRP) Serat Nenas Untuk Perkuatan Struktur Beton Salsabila, Shafira; Muhammad Riswandy; Febrina Dian Kurniasari; Tjut Rizqi Maysyarah Hadi
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 2 (2025): Juli
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i2.956

Abstract

Concrete structures that experience performance degradation require repair and strengthening to maintain their load-bearing capacity. One method that has gained attention is the use of composite materials, specifically Natural Fiber Reinforced Polymer (NFRP), which consists of adhesives reinforced with natural fibers. Pineapple fiber is a promising natural fiber for NFRP due to its abundance, low production cost, environmental friendliness, and high tensile strength. This study aims to investigate the adhesion behavior between NFRP composite materials and concrete, as well as to observe the failure modes of both concrete and NFRP under tensile loading. Concrete specimens measuring (100 x 100 x 300) mm were reinforced with pineapple fiber NFRP of (50 x 240) mm, with fiber orientations arranged in both unidirectional and random patterns. The results showed that the maximum tensile strength of the random pineapple fiber NFRP reached 31.59 MPa. The highest load capacity recorded was 4360 kg, observed in the LP3-SNS-C test specimen. The failure mode occurred as a fracture of the pineapple fiber NFRP in the center of the specimen’s cross-section on both sides.
Co-Authors Akbar Ashafy, Alief Bukit, Ipak Neneng Mardiah Dewi Noviyanti, Retno Dewi Pertiwi Dyah Kusudaryati Fahriana, Nina Febrina Dian Kurniasari Haloho, Selly Tamara Hakta Husein Nst, Said Luviana, Angely Malik, Dava Maulana Marini Bravikawati Masthura, Lely Muhammad Riswandy Nurhasanah, Santy Paramitha, Tifa Putri, Angelina Revalina, Sheila Vega Sihombing, Rony Pasonang Tanjung Prasetyo Tjut Rizqi Maysyarah Hadi