KINERJA SERAT KAWAT BENDRAT SEBAGAI BAHAN TAMBAH BETON FAS 0.4

##plugins.themes.academic_pro.article.sidebar##

Published Mar 31, 2021
https://doi.org/10.32722/cmj.v3i1.3744
Download
KINERJA SERAT KAWAT BENDRAT SEBAGAI BAHAN TAMBAH BETON FAS 0.4
Statistic
Vol. 3 No. 1 (2021): Construction and Material Journal Vol. 3 No. 1 Maret 2021

##plugins.themes.academic_pro.article.main##

Lantif Anggrahita Pratama
Politeknik Negeri Jakarta
Ahmad Hakam Rifqi
Politeknik Negeri Jakarta
Muhtarom Riyadi
Politeknik Negeri Jakarta

Abstract

Concrete is the most important part of a construction building. The purpose of this study was to examine how the comparison of physical and mechanical properties and optimum levels of the addition of straight tie wire as an added material with a water-cement ratio of 0.4. The percentage of addition of straight tie wire: 0%, 0.5%, 0.75%, 1.0%, of the total weight of the specimen with a tie-wire length of 8 cm. The test specimens for compressive strength, modulus of elasticity, and split tensile are in the form of a cylinder with a diameter of 15 cm and a height of 30 cm, and the specimen for flexural strength is a block with a length of 50 cm, a width of 10 cm and a height of 10 cm. The results show that the maximum compressive strength test on tie wire occurred at a percentage of 0.75% of 16.56 MPa. The maximum modulus of elasticity in tie wire occurred at a percentage of 0.75% of 15184.56 MPa. The maximum split tensile strength of tie wire occurred in a percentage of 0.75% of 1.165 MPa, and the maximum flexural strength of tie wire occurs at a percentage of 0.75% of 1.950 MPa. The research results concluded that the addition of a straight tie-wire to the concrete mixture could increase the compressive strength, split tensile strength, tensile strength, and elastic modulus of concrete.


Keywords: Compressive Strength, Tensile Strength, Flexural Strength, Modulus Elasticity.

##plugins.themes.academic_pro.article.details##

References

  1. P. N. Faizah, Perbandingan Pengaruh Penambahan Serat Bendrat Lurus (Straight Dengan Serat Bendrat Berkait (Hooked) Terhadap Perilaku Beton Dengan Beban Tekan Berulang, Lampung: Universitas Lampung, 2017.
  2. Sudarmoko, Indeks Tahanan Lentur Beton Serat, vol. 17, no. gabungan, 1993.
  3. B. Suhendro, Beton Fiber Konsep, Aplikasi, dan Permasalahannya, Yogyakarta: Universitas Gadjah Mada, 2000.
  4. Badan Standarisasi Nasional, Cara Uji Kuat Tekan Beton Dengan Benda Uji Silinder SNI 03-1974-2011, Bandung: BSN, 2011.
  5. Badan Standarisasi Nasional, Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung Dengan Standar SNI 03-2847-2002, Bandung: BSN, 2002.
  6. Badan Standarisasi Nasional, Metode Uji Kekuatan Tarik Belah Spesimen Beton Silinder SNI 03-2491-2002, Bandung: BSN, 2002.
  7. Badan Standarisasi Nasional, Cara Uji Kuat Lentur Beton Normal Dengan Dua Titik Pembebanan SNI 03-4431-2011, Bandung: BSN, 2011.
  8. Tjokrodimuljo, Teknologi Beton, Yogyakarta: Nafiri, 1996.
  9. Madi, Jandsem Heo, Optimasi Penggunaan Fly Ash Dengan Kadar Semen Minimum Pada Beton Mutu Tinggi, Malang: ITN, 2018.
  10. Leonardus, Pemeriksaan Kuat Tekan dan Kuat Tarik Lentur Beton Serat Kawat Bendrat Yang Ditekuk Dengan Variasi Sudut Berbeda, Jurnal Sipil Statik, 2019.
  11. Association of Standard Testing Materials, Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression, ASTM C469-02, United States.
  12. Badan Standarisasi Nasional, Agregat Beton, Mutu dan Cara Uji SNI 03-1750-1990, Bandung: BSN, 1990.