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Mechanical properties of steel-polypropylene hybrid fiber reinforced concrete in building structure

steel-polypropylene hybrid fiber reinforced concrete in building structure

Author(s):

Medium: journal article
Language(s): English
Published in: Stavební obzor - Civil Engineering Journal, , n. 2, v. 30
DOI: 10.14311/cej.2021.02.0037
Abstract:

This study mainly analyzed the effect of steel fiber (SF) mixed with polypropylene fiber (PF) on the performance optimization of concrete. Firstly, the steel fiber reinforced concrete (SFRC), polypropylene fiber reinforced concrete (PFRC) and steel-polypropylene hybrid fiber reinforced concrete (SP-HFRC) specimens were designed. Then, the slump experiment, compressive strength experiment, and tensile strength experiment were carried out. The results demonstrated that the increase of fibers reduced the slump, and the influence of PF on the slump was the largest, followed by SF and SP; when the content of SF was 1% and the content of PF was 0.1%, the compressive strength and tensile strength of the concrete were 73.16 MPa and 6.33 MPa, which was superior to the concrete mixed with single fiber. The experimental results demonstrate that SP-HFRC has a superiority in mechanical property and can be further promoted and applied in building structure.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.14311/cej.2021.02.0037.
  • About this
    data sheet
  • Reference-ID
    10627638
  • Published on:
    02/09/2021
  • Last updated on:
    02/09/2021
 
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