skip to main content

Improvement The Compressive Strength and Flexural Strength of Concrete by Adding Variations of Pineapple Leaf Fibers

Peningkatan Kuat Tekan dan Kuat Lentur Beton Dengan Variasi Penambahan Serat Daun Nanas

*Gusneli Yanti scopus  -  Program Studi Teknik Sipil Fakultas Teknik, Universitas Lancang Kuning, Indonesia
Z. Zainuri  -  Program Studi Teknik Sipil Fakultas Teknik, Universitas Lancang Kuning, Indonesia
Shanti Wahyuni Megasari  -  , Indonesia
Open Access Copyright (c) 2019 TEKNIK

Citation Format:
Abstract
Concrete is a building material that is widely used, because this material is strong against the press, can be easily formed to suit the needs. In the other side, has a weakness against bending and has brittle properties, so that a method is needed to correct this weakness. One effort to increase the tensile strength of concrete is done by adding fiber so that it becomes a composite material, namely concrete and fiber. This research aims to improve compressive strength and flexural concrete by adding fiber with variations of 0%, 1%, 3%, 5%, and 7% on the weight of cement on the concrete quality of K-225. The concrete design uses the Department of Environment (DOE) method, with cylinder molds with a size of 150 mm x 300 mm. The number of samples in each variation were 3 specimens and a total sample of 30 specimens. Testing results show that the highest compressive strength and flexural strength in mixed variations with an additional pineapple leaf fiber of 5% with an average compressive strength of 267.00 kg / cm2 and average flexural strength of 41.61 kg / cm2.
Fulltext View|Download
Keywords: concrete; Department of Environment; flexural strength; compressive strength; pineapple leaf fibers

Article Metrics:

  1. Badan Pusat Statistik Provinsi Riau. 2019. Provinsi Riau Dalam Angka 2019. Pekanbaru: BPSP
  2. BSN 2011. SNI 03- 1974- 2011: Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder. Jakarta: BSN
  3. BSN 2011, SNI 03- 4431- 2011 ; Cara uji kuat lentur beton normal dua titik pembebanan. Jakarta: BSN
  4. Firman, S. H., Muris, & Subaer. (2015). Studi sifat mekanik dan morfologi komposit serat daun nanas- epoxy ditinjau dari fraksi massa dengan orientasi serat acak. Jurnal Sains Dan Pendidikan Fisika, 11(2), 185–191
  5. Gerung, L. M. N. (2012). Pengaruh Serat Daun Nenas Dengan Konsentrasi Serat 0,075% Dan Variasi Panjang Serat 0,5cm; 1,0cm; 1,5cm Terhadap Kuat Tarik Beton Normal. Media Engineering, 2(2), 135–142
  6. Hidayat, P. (2008). Teknologi pemanfaatan serat daun nanas sebagai alternatif bahan baku tekstil. Teknoin, 13(2), 31–35
  7. Megasari, S. W., Yanti, G., & Zainuri, Z. (2016). Karakteristik Beton Dengan Penambahan Limbah Serat Nylon Dan Polimer Concrete. SIKLUS: Jurnal Teknik Sipil, 2(1), 24–33. https://doi.org/https://doi.org/10.31849/siklus.v2i1.202
  8. Sahrudin, & Nadia. (2016). Pengaruh Penambahan Serat Sabut Kelapa Terhadap Kuat Tekan. Komstruksia, 7(2), 13–20
  9. Saifudin, A., As’ad, S., & Sunarmasto. (2015). Pengaruh Dosis, Aspek Rasio, dan Distribusi Serat Terhadap Kuat Lentur dan Kuat Tarik Belah Beton Berserat Baja. Matriks.Sipil.Ft.Uns.Ac.Id, 369–376
  10. Wijono, Purnomo, C., & Nurhidayat, A. (2011). Optimasi kekuatan tarik serat nanas (Ananas Comous L. Merr) sebagai alternatif bahan komposit serat alam. Prosiding Seminar Nasional Sains Dan Teknologi Ke-2 Tahun 2011, (2009), 153–158
  11. Yanti, G., Zainuri, Z., & Megasari, S. W. (2019). Analisis penambahan cocofiber pada campuran beton. Seminar Nasional Pakar Ke 2 Tahun 2019, Buku 1 : Sains Dan Teknologi, 1(2018), 1–6
  12. Zainuri, Yanti, G., & Megasari, S. W. (2018). Optimasi Metode Pemisahan Serat Pelepah Kelapa Sawit Terhadap Kuat Tekan Bata Ringan. https://doi.org/10.17605/OSF.IO/DHNFE

Last update:

No citation recorded.

Last update: 2024-04-24 13:04:19

No citation recorded.