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All Journal Jurnal Teknik Mesin Jurnal Optimasi Sistem Industri The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) Indonesian Journal of Chemistry Martabe : Jurnal Pengabdian Kepada Masyarakat Journal of Applied Engineering and Technological Science (JAETS) Marine Kreatif Aceh International Journal of Science and Technology Prosiding Seminar Nasional Teknik UISU (SEMNASTEK) Jurnal Polimesin
Iskandar Hasanuddin
Department Of Mechanical & Industrial Engineering, Universitas Syiah Kuala, Banda Aceh 23111, Indonesia
Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation

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PENGARUH LEBAR SERAT ABAKA SEBAGAI MATERIAL NFRP UNTUK KUAT GESER BALOK BETON BERTULANG Wirahman Salvana; Taufiq Saidi; Iskandar Hasanuddin; Muttaqin Hasan; Zahra Amalia
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 5, No 1 (2022): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v5i1.24581

Abstract

Fiber Reinforced Polymer (FRP) is an alternative for planning, repairing, and strengthening structures. FRP is a combination of fiber as reinforcement and resin as adhesive. Reinforcing materials can be made of carbon, aramid, glass, and natural fibers. Utilization of Natural Fiber Reinforced Polymer (NFRP) FRP with natural fibers can be more economical. The natural fiber used in this research is abaca fiber which is often found and is not used for structural reinforcement. The purpose of this study was to determine the increase in shear strength of reinforced concrete beams with different widths of NFRP abaca fiber. NFRP Abaca fiber is fully wrapped (complete wrapping) on the surface of the reinforced concrete beam. The study was conducted on four reinforced concrete beams measuring 15 cm x 30 cm x 220 cm with simple support with two load points to determine the effect of abaca fiber width on increasing the shear strength of the beam. One specimen as a control test object and three specimens reinforced with Abaca Fiber NFRP with variations in fiber width of 2.5 cm, 5 cm, and 7.5 cm, respectively. The test results show an increase in the shear capacity of reinforced concrete beams as the fiber width increases. The flexural failure occurred in the test object with a width of 7.5 cm, this was the case that the shear capacity of the beam had exceeded the flexural capacity of the beam.
Co-Authors Adhitya Pahlefi Akhyar Akhyar Akram Tamlicha Alfatirta Mufti ARHAMI Cut Ita Erliana Friesca Erwan Friesca Erwan Hamdani Umar Hasan Yudie Sastra Hendra Gunawan Husaini Husaini Ichsan Setiawan Ilyas Ilyas Lulusi Lulusi Masri Masri Melinda Melinda Meri Andriani Meri Andriani Mohd Iqbal Mohd. Iqbal Muhammad Asyraf Muhammad Haiqal Muhammad Rizal Muhammad Tadjuddin Muhammad Taufiq Muhammad Zulfri Muttaqin Hasan Nazaruddin Nazaruddin Nur Izzaty Nurdin Ali Rahmawati, Sri Raihan Dara Lufika Raja Ariffin Raja Ghazilla Raja Arifin Ghazilla Riska Sufina Riski Arifin Rizal, Samsul Rizki Agam Syahputra S.Pd. M Kes I Ketut Sudiana . Sabri Sabri Safrizal Rahman Salis Haikal Sarwo Edhy Sofyan Sentia, Prima Denny Sofyan Sofyan Sri Mulyati SUPARNO . Suri Purnama Febri Syahriza Syahriza Syarifah Meurah Yuni Taufiq Saidi Teuku Andhika Malik Rahman Wirahman Salvana Yunidar Yunidar Yuwaldi Away Zahra Amalia Zuhri, Sarika