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).
Published in | International Journal of Materials Science and Applications (Volume 3, Issue 6) |
DOI | 10.11648/j.ijmsa.20140306.17 |
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), 2014. Published by Science Publishing Group |
Fiber Reinforced Concrete (FRC), Glass Fiber, Friction Coefficient Fri(GF.C), Concrete Matrix, Pull-Out Test
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[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. |
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
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
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
@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://article.sciencepublishinggroup.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} }
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 -