• Title/Summary/Keyword: Amorphous steel fiber(AF)

Search Result 2, Processing Time 0.018 seconds

Evaluation on Water Vapor Pressure of Amorphous Steel Fiber reinforced High Strength Concrete (비정질 강섬유 혼입 고강도콘크리트의 수증기압력 평가)

  • Kim, Duck-Woo;Kim, Gyu-Yong;Hwang, Eui-Chul;Son, Min-Jae;Baek, Jae-Wook;Nam, Jeong-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2018.11a
    • /
    • pp.44-45
    • /
    • 2018
  • In this study, water vapor pressure of high strength concrete reinforced with amorphous steel fiber(AF) was evaluated. Experimental results show that spalling occurs when the incorporation rate of amorphous steel fiber is 0.5 vol.% or more. This is because the ratio of AF increased per unit area influenced the formation of the water vapor pressure discharge passage by the polypropylene fiber(PPF) melting. Therefore, it is necessary to find the proper mixing ratio of AF and PPF to prevent spalling.

  • PDF

Comparsions for Flexural Performance of Amorphous Steel Fiber Reinforced Concrete (비정질강섬유보강콘크리트의 휨성능 비교분석)

  • Kim, Byoung-Il;Lee, Sea-Hyun
    • Resources Recycling
    • /
    • v.24 no.3
    • /
    • pp.66-75
    • /
    • 2015
  • The flexural performance of amorphous steel fibers having environmental and economy benefits due to relatively short manufacturing process were evaluated as well as that of hooked steel fibers by varing fiber length and volume fraction. Fiber lengths were 10 mm, 20 mm, 30 mm and fiber volume fractions were varied from 0.3% to 1.2%. Test results with flexural performance showed that mixing design needs to be careful because of relatively high volume of amorphous steel fiber compared to hooked steel fibers. High flexural strength was obtained from both longer fiber length and higher volume fraction. Residual strength and toughness of amorphous steel fiber were similar to that of hooked steel fiber, even though rapid dropping of applied load right after concrete matrix breaking. It can be judged that relatively high ability of energy dissipation around first cracking area relatively overcome rapid dropping of loading.