International Journal of Materials Science and Applications

| Peer-Reviewed |

Determination of Friction Coefficient between Glass Fiber and the Concrete Fri (GF.C)

Received: 28 September 2014    Accepted: 10 October 2014    Published: 20 October 2014
Views:       Downloads:

Share This Article

Abstract

The friction forces between glass fiber and the concrete in the case of Fiber Reinforced Concrete F.R.C are considered as the main factor to generate the bonding between these two building construction materials. In the case of using glass fiber as reinforcement material to improve the resistance capacity of plain concrete under an axial or flexural tension forces, bonding forces at the interface between the glass fiber and the concrete matrix must be satisfactory. Bonding forces between these two materials are generated due to friction forces at the interface; therefore the final evaluation of the bonding forces is related with the real value of the friction forces, consequently the friction coefficient value between glass fiber and the concrete is important to evaluate and calculate the real value of friction forces. This paper is devoted to introduce an experimental studies about the mechanism of glass fiber removing from concrete matrix which are named (pull-out tests) as well as a programming simulations prepared to represent this mechanism too, theses laboratory experiments and computer simulations have been used in determination process of the friction coefficient value between the glass fiber and the concrete matrix Fri(GF.C).

DOI 10.11648/j.ijmsa.20140306.17
Published in International Journal of Materials Science and Applications (Volume 3, Issue 6, November 2014)
Page(s) 321-324
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Fiber Reinforced Concrete (FRC), Glass Fiber, Friction Coefficient Fri(GF.C), Concrete Matrix, Pull-Out Test

References
[1] Amjad Khabaz, "Non-Metallic Fiber Reinforced Concrete", LAP LAMBERT Academic Publishing, 2014, ISBN 978-3-659-50914-8.
[2] Amjad Khabaz, "Dynamical Analysis of Non-Metallic (Glass, Carbon) Fiber Reinforced Concrete under the Influence of Vibration", International Journal of Composite Materials, Vol. 3No.6, 2013, pp. 174-180. doi: 10.5923/j.cmaterials.20130306.06.
[3] A.Krasnikovs, A. Khabaz, G.Shahmenko and V.Lapsa. GLASS AND CARBON FIBER CONCRETE MICROMECHANICAL AND MACROMECHANICAL PROPERTIES // Sc. Proceedings of Riga Technical University, Transport and Engineering, 6 Vol. 28, Latvia, 2008, p.132-141.
[4] Krasņikovs A., Kononova O., Khabaz A., Vība J. Fiberconcrete Non-Linear Fracture Control through Fresh Concrete Flow Numerical Simulation // Journal of Vibroengineering. Vol.12, Iss.2. (2010) pp 149-160.
[5] Fachvereinigung Faserbeton e.V.-. Glassfibre reinforced concrete: practical design and structural analysis // Beton-Verl., 1995.
[6] D. Hull and T. W. Clyne. An Introduction to Composite Materials // Second Edition,1996, Cambridge University Press.
[7] RILEM Symposium 1978, Testing and Test Methods of Fibre Cement Composites, edited by N. R. Swarmy, The Construction Press, Lancaster, 1978.
[8] S. Frondistou-Yannas. Flexural strength of concrete with randomly oriented glass fibers // Magazine of concrete research : Vol. 29, No. 100 : September 1977.
Author Information
  • Department of Civil and Environmental Engineering, College of Engineering, Majmaah University, Riyadh, Kingdom of Saudi Arabia

Cite This Article
  • APA Style

    Amjad Khabaz. (2014). Determination of Friction Coefficient between Glass Fiber and the Concrete Fri (GF.C). International Journal of Materials Science and Applications, 3(6), 321-324. https://doi.org/10.11648/j.ijmsa.20140306.17

    Copy | Download

    ACS Style

    Amjad Khabaz. Determination of Friction Coefficient between Glass Fiber and the Concrete Fri (GF.C). Int. J. Mater. Sci. Appl. 2014, 3(6), 321-324. doi: 10.11648/j.ijmsa.20140306.17

    Copy | Download

    AMA Style

    Amjad Khabaz. Determination of Friction Coefficient between Glass Fiber and the Concrete Fri (GF.C). Int J Mater Sci Appl. 2014;3(6):321-324. doi: 10.11648/j.ijmsa.20140306.17

    Copy | Download

  • @article{10.11648/j.ijmsa.20140306.17,
      author = {Amjad Khabaz},
      title = {Determination of Friction Coefficient between Glass Fiber and the Concrete Fri (GF.C)},
      journal = {International Journal of Materials Science and Applications},
      volume = {3},
      number = {6},
      pages = {321-324},
      doi = {10.11648/j.ijmsa.20140306.17},
      url = {https://doi.org/10.11648/j.ijmsa.20140306.17},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ijmsa.20140306.17},
      abstract = {The friction forces between glass fiber and the concrete in the case of Fiber Reinforced Concrete F.R.C are considered as the main factor to generate the bonding between these two building construction materials. In the case of using glass fiber as reinforcement material to improve the resistance capacity of plain concrete under an axial or flexural tension forces, bonding forces at the interface between the glass fiber and the concrete matrix must be satisfactory. Bonding forces between these two materials are generated due to friction forces at the interface; therefore the final evaluation of the bonding forces is related with the real value of the friction forces, consequently the friction coefficient value between glass fiber and the concrete is important to evaluate and calculate the real value of friction forces. This paper is devoted to introduce an experimental studies about the mechanism of glass fiber removing from concrete matrix which are named (pull-out tests) as well as a programming simulations prepared to represent this mechanism too, theses laboratory experiments and computer simulations have been used in determination process of the friction coefficient value between the glass fiber and the concrete matrix Fri(GF.C).},
     year = {2014}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - Determination of Friction Coefficient between Glass Fiber and the Concrete Fri (GF.C)
    AU  - Amjad Khabaz
    Y1  - 2014/10/20
    PY  - 2014
    N1  - https://doi.org/10.11648/j.ijmsa.20140306.17
    DO  - 10.11648/j.ijmsa.20140306.17
    T2  - International Journal of Materials Science and Applications
    JF  - International Journal of Materials Science and Applications
    JO  - International Journal of Materials Science and Applications
    SP  - 321
    EP  - 324
    PB  - Science Publishing Group
    SN  - 2327-2643
    UR  - https://doi.org/10.11648/j.ijmsa.20140306.17
    AB  - The friction forces between glass fiber and the concrete in the case of Fiber Reinforced Concrete F.R.C are considered as the main factor to generate the bonding between these two building construction materials. In the case of using glass fiber as reinforcement material to improve the resistance capacity of plain concrete under an axial or flexural tension forces, bonding forces at the interface between the glass fiber and the concrete matrix must be satisfactory. Bonding forces between these two materials are generated due to friction forces at the interface; therefore the final evaluation of the bonding forces is related with the real value of the friction forces, consequently the friction coefficient value between glass fiber and the concrete is important to evaluate and calculate the real value of friction forces. This paper is devoted to introduce an experimental studies about the mechanism of glass fiber removing from concrete matrix which are named (pull-out tests) as well as a programming simulations prepared to represent this mechanism too, theses laboratory experiments and computer simulations have been used in determination process of the friction coefficient value between the glass fiber and the concrete matrix Fri(GF.C).
    VL  - 3
    IS  - 6
    ER  - 

    Copy | Download

  • Sections