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Two Puji Guntur A
Fakultas Teknik Universitas Kadiri
Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Engineering Transportation

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PERBANDINGAN KEKUATAN BETON DENGAN CAMPURAN DRAMIX STEEL FIBER DAN TULANGAN WIREMESH PADA RIGID PAVEMENT Two Puji Guntur A; Yosef Cahyo; Sigit Winarto; Agata Iwan Candra
Jurnal Manajemen Teknologi & Teknik Sipil Vol 1, No 2 (2018): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1001.818 KB) | DOI: 10.30737/jurmateks.v1i2.419

Abstract

Concrete has weaknesses. Namely, it has low tensile strength and is brittle in nature, so that the concrete is given steel reinforcement to anticipate it. In this study, the concrete mixture was added with dramatic steel fiber. This addition was carried out to study and determine the effect of dramatic steel fiber on compressive strength, flexural strength in normal quality concrete with the addition of 0%, 10%, 20%, and 30% in compressive load. Testing is carried out after 28 days. Concrete with the addition of 30% dramatic steel fiber is more capable of producing high compressive strength values than others. The addition of dramatic steel fiber resulted in an average compressive strength of 0%, 29.07 MPa, 10%, 29.33 MPa, 20%, 29.40 MPa, 30%, 29.58 MPa. For concrete flexural strength in beam samples 15/15/60, the highest is in the concrete mixture, and the addition of dramatic steel fiber is 5.44 MPa, higher than the addition of wiremesh m8 reinforcing steel, which is 4.96 MPa. Beton mempunyai kelemahan yaitu mempunyai kuat tarik yang rendah dan bersifat getas (brittle) sehingga beton diberi tulangan baja untuk mengantisipasinya. Pada penelitian ini, campuran beton diberi bahan tambahan dramix steel fiber. Penambahan ini dilakukan untuk mempelajari dan mengetahui pengaruh dramix steel fiber terhadap kuat tekan, kuat lentur pada beton mutu normal dengan penambahan 0%, 10%, 20% dan 30% pada beban tekan. Pengujian dilakukan setelah 28 hari. Beton dengan penambahan dramix steel fiber 30% lebih mampu menghasilkan nilai kuat tekan tinggi dari pada yang lainya. Penambahan dramix steel fiber menghasilakan kuat tekan rata-rata yaitu 0%, 29,07 MPa ,10%, 29,33 MPa, 20%, 29,40 MPa, 30%,29,58 MPa. Untuk kuat lentur beton pada sampel balok 15/15/60 yang paling tinggi yaitu pada campuran beton dan penambahan dramix steel fiber sebesar 5,44 MPa, lebihtinggi dari pada penambahan besi tulangan wiremesh m8 yaitu sebesar 4,96 MPa. 
PERBANDINGAN KEKUATAN BETON DENGAN CAMPURAN DRAMIX STEEL FIBER DAN TULANGAN WIREMESH PADA RIGID PAVEMENT Two Puji Guntur A; Yosef Cahyo; Sigit Winarto; Agata Iwan Candra
Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Vol. 1 No. 2 (2018): OCTOBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v1i2.419

Abstract

Concrete has weaknesses. Namely, it has low tensile strength and is brittle in nature, so that the concrete is given steel reinforcement to anticipate it. In this study, the concrete mixture was added with dramatic steel fiber. This addition was carried out to study and determine the effect of dramatic steel fiber on compressive strength, flexural strength in normal quality concrete with the addition of 0%, 10%, 20%, and 30% in compressive load. Testing is carried out after 28 days. Concrete with the addition of 30% dramatic steel fiber is more capable of producing high compressive strength values than others. The addition of dramatic steel fiber resulted in an average compressive strength of 0%, 29.07 MPa, 10%, 29.33 MPa, 20%, 29.40 MPa, 30%, 29.58 MPa. For concrete flexural strength in beam samples 15/15/60, the highest is in the concrete mixture, and the addition of dramatic steel fiber is 5.44 MPa, higher than the addition of wiremesh m8 reinforcing steel, which is 4.96 MPa. Beton mempunyai kelemahan yaitu mempunyai kuat tarik yang rendah dan bersifat getas (brittle) sehingga beton diberi tulangan baja untuk mengantisipasinya. Pada penelitian ini, campuran beton diberi bahan tambahan dramix steel fiber. Penambahan ini dilakukan untuk mempelajari dan mengetahui pengaruh dramix steel fiber terhadap kuat tekan, kuat lentur pada beton mutu normal dengan penambahan 0%, 10%, 20% dan 30% pada beban tekan. Pengujian dilakukan setelah 28 hari. Beton dengan penambahan dramix steel fiber 30% lebih mampu menghasilkan nilai kuat tekan tinggi dari pada yang lainya. Penambahan dramix steel fiber menghasilakan kuat tekan rata-rata yaitu 0%, 29,07 MPa ,10%, 29,33 MPa, 20%, 29,40 MPa, 30%,29,58 MPa. Untuk kuat lentur beton pada sampel balok 15/15/60 yang paling tinggi yaitu pada campuran beton dan penambahan dramix steel fiber sebesar 5,44 MPa, lebihtinggi dari pada penambahan besi tulangan wiremesh m8 yaitu sebesar 4,96 MPa. 
Co-Authors Agata Iwan Candra Sigit Winarto Yosef Cahyo