Polymer Modified Steel Fiber Reinforced Concrete -
Skip to content
Inovatif, Berkepribadian dan Mandiri
facebook
youtube
instagram
Program Studi Teknik Industri Terbaik di Medan Sumatera Utara yang Merupakan Jurusan dari Fakultas Favorit di Sumut Yaitu Fakultas Teknik UMA
Call Support 0812-1971-4223
Email Support [email protected]
Location Jalan Kolam No. 1 Medan Estate
Jalan PBSI No. 1 Medan Estate
  • HOME
  • PROFIL
    • AKREDITASI
    • FUNGSIONARIS
    • STRUKTURAL
    • VISI, MISI dan TUJUAN
  • AKADEMIK
    • INFORMASI AKADEMIK
      • AKADEMIK ONLINE
      • E-LEARNING
      • JURNAL TEKNIK INDUSTRI
    • JADWAL AKADEMIK
      • JADWAL KULIAH
      • JADWAL PRAKTIKUM
      • JADWAL KRS
      • JADWAL SEMESTER ANTARA
      • JADWAL UJIAN
        • UTS
        • UAS
      • JADWAL WISUDA
      • JADWAL SEMINAR/SIDANG
    • KALENDER AKADEMIK
    • KURIKULUM
  • AKTIVITAS PRODI
    • KEGIATAN PRODI
    • PRESTASI PRODI
  • MAHASISWA
    • BEASISWA
      • SYARAT DAN KETENTUAN PENERIMA KIP KULIAH
      • BEASISWA BANK INDONESIA (BI)
      • Beasiswa YPHAS Bagi Siswa/I Yang Berprestasi di Sekolah (Ranking I, II dan III)
      • Beasiswa YPHAS Bagi Mahasiswa/I Bersaudara Kandung
    • SISTEM INFORMASI
      • APIK
      • OPAC
      • WEBMAIL
      • DATA MAHASISWA
      • BLOG MAHASISWA
      • JURNAL MAHASISWA
      • AOC
      • ELEARNING
    • PRESTASI MAHASISWA
  • DOSEN
    • PENASEHAT AKADEMIK
    • BLOG DOSEN
    • AKTIVITAS DOSEN
    • PRESTASI DOSEN
    • JURNAL DOSEN
    • AOC
    • DOSEN PRODI
    • TKTD
    • ELEARNING
    • WEBMAIL
    • OPAC
  • ALUMNI
    • TRACER STUDY
    • DATA ALUMNI
    • LAYANAN ALUMNI
    • AKTIVITAS ALUMNI
    • PRESTASI ALUMNI
  • LABORATORIUM
    • INFORMASI LABORATORIUM
    • APLIKASI LABORATORIUM
  • ARSIP
    • SK Mahasiswa
    • DOKUMEN
    • PENGUMUMAN
  • HUBUNGI KAMI

Polymer Modified Steel Fiber Reinforced Concrete

Posted on 6 April 202014 December 2022 by industri
0
An experimental research is achieved to have a look at the toughness of polymer modified steel fiber bolstered concrete. extent fraction of metallic fibers is varied from zero% to 7% on the c program languageperiod of one% with the aid of weight of cement. 15% SBR latex polymer was utilized by weight of cement. Cubes of length 150 × 150 × 150 mm for compressive energy, prism specimens of size a hundred and fifty mm × 150 mm × seven hundred mm for flexure strength and, specimen of size one hundred fifty × one hundred fifty × a hundred and fifty mm with sixteen mm diameter tor metallic bar of period 650 mm embedded in concrete dice at the middle for bond test had been prepared. diverse specimens had been examined after 28 days of curing. location under curve (sturdiness) is measured and referred to in this work.
Concrete is one of the most promising construction substances on the subject of its power, high serviceability, structural balance and relative low value. To achieve marvelous gains in protection, capability and economy materials era have been enabled, and functionality of structure is built to serve the common needs of society. There are clear symptoms that using fibers and polymer in concrete will more and more stay the preferred desire for many repair and rehabilitation initiatives concerning construction of bridges, industrial floors, airport pavements, overlays, high rise homes, television towers, parking garages, offshore systems, historic monuments etc.

The advancement of the constructing enterprise is related to continuous Steel Fiber studies, development and layout of latest and advanced substances and production of systems. the development of mega systems requires substances with an increasing number of advanced homes; in particular sturdiness is centered at the inclusion of additives, polymeric admixtures, and fibers to enhance positive bodily and mechanical properties, even though keeping its energy, low cost and potential to fill almost any shape.

longevity is expressed as a ratio of the amount of electricity required to deflect the Steel Fiber beam to a distinct deflection expressed as multiples of first crack energy (deflection); i.e. durability is the strength absorption capability of a composite. longevity is an vital characteristic of fiber strengthened concrete. it is one of the crucial mechanical performance parameters to be insured within the layout of unique applications, including, earthquake resistant structures, impact resistant structures and tunnel linings.

toughness plays a crucial role in reinforced cement concrete systems. Fiber reinforcement has been proven to enhance the sturdiness, ductility, flexural strength and bond among metallic and concrete of cementitious materials, to reduce shrinkage cracking and permeability and to beautify fatigue and effect resistance. Fiber reinforcement is used to enhance the ductility of cementitious composites [1] .

Balaguru and Najm [2] have carried out experimental investigation of high performance fiber reinforced concrete with fiber extent fractions up to 3.seventy five%. test results confirmed that the increase in the fiber volume fraction to a few.seventy five% resulted in an about 100% increase in material longevity as compared with traditional steel fiber reinforced concrete. it is also suggested that the fiber reinforced concrete with hooked metal fibers had the highest toughness as compared with straight fibers and polypropylene microfibers.

manage of cracking mechanically improves the mechanical residences of the composite cloth. The most substantial property of metallic fiber bolstered concrete is its submit-cracking electricity that may impart the capacity to absorb huge quantities of electricity earlier than disintegrate. The performance of the fiber reinforcement of the matrix relies upon on the geometry, length, type, extent and dispersion of the fibers in concrete [3] .

Inclusion of fibers in concrete improves the longevity, structural ductility, high-temperature, fireplace sensitivity, and impacts fatigue energy and energy in tension. it’s miles said that the hooked steel fibers have the highest longevity as compared with immediately, deformed and corrugated metal fibers [3] – [5] .

Banthia and Bindiganavile [6] have performed the examine on fiber strengthened shotcrete and reported that the use of fiber reinforcement can offer high publish-cracking flexural durability. Topeu and Canbaz [7] studied the effect of different fibers on the mechanical properties of concrete containing fly ash. it is suggested that the addition of fibers provides better overall performance for the concrete, at the same time as fly ash in the combination may additionally regulate the workability and strength losses due to fibers and improve strength advantage.

Mirsayah and Banthiya [8] have investigated the shear behavior of fiber strengthened concrete the use of fibers with flattened ends and a round cross segment and a crimped geometry with crescent go phase kind fibers. They reported that each fibers supplied extensive upgrades in shear electricity in addition to shear longevity and those enhancements were greater at better fiber dosage fees.

Nehdi and Landanchuk [9] have stated that fibers could have rheological and mechanical synergistic effects and that optimized fiber combinations can better increase longevity and flexural electricity.

one of the maximum crucial homes of metal fiber concrete is its capability to switch stresses throughout a cracked phase. This capacity is primarily translated right into a sturdiness parameter, that’s a degree for the electricity consumed all through a bending. It has proven that there may be a excessive diploma of proportionality among the toughness and the number of powerful fibers that are counted within the cracked section [10] .

Altun et al. [11] have stated that because of the addition of metallic fibers, crack formation, crack size, and crack propagation in beams in opposition to bending moments are drastically decreased with extensive development in the sturdiness. Taylor et al. [12] have studied durability characterization of fiber-reinforced concrete.

on this study durability traits of metal fiber reinforced concrete changed with SBR latex polymer are investigated. longevity results of gift concrete composite below compression, flexure and bond with varying fiber extent fraction are suggested and mentioned.

 

View this post on Instagram

 

A post shared by Teknik Industri UMA (@industri.uma)

Berita
Wisuda Periode I Tahun 2026: Rektor UMA Tekankan Lulusan Harus Mampu Hadapi Perubahan di Era Transformasi Digital
Universitas Medan Area (UMA) kembali menegaskan komitmennya dalam mencetak sumber...
Rektor Universitas Medan Area Buka PMDK Periode 1 Tahun 2026, Bekali Calon Wisudawan Hadapi Dunia Kerja Digital
Universitas Medan Area (UMA) melalui Biro Pengembangan Inovasi dan Karir...
IMTI Prodi Teknik Industri UMA Gelar Workshop Manajemen Mutu ISO 9001: Bekal Karier Profesional bagi Mahasiswa
Medan, 2026 – Dalam upaya meningkatkan kompetensi dan daya saing mahasiswa...

KAITAN UMA

LOKASI FAKULTAS TEKNIK UMA

KAMPUS I :

Jln. Kolam Nomor 1 Medan Estate
Jln. PBSI, Medan 20223
Telepon : (061) 7360168
Call Center : 0811-6013-888

KAMPUS II :

Jln. Sei Serayu No. 70 A, Medan 20122
Jln. Setia Budi No. 79 B, Medan 20122
Telepon : (061) 42402994
Call Center : 0811-6013-888

Silahkan kunjungi juga website Prodi :

  • Teknik Sipil : sipil.uma.ac.id
  • Teknik Elektro : elektro.uma.ac.id
  • Teknik Mesin : mesin.uma.ac.id
  • Arsitektur : arsitektur.uma.ac.id
  • Teknik Informatika : informatika.uma.ac.id

 

Copyright © 2016 - 2026 Prodi Teknik Industri- Universitas Medan Area