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Effects of Elastic Modulus on Behavior of Polymer Coated Fiber Modified Short Concrete Beams

Received: 14 October 2018     Accepted: 1 November 2018     Published: 29 January 2019
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Abstract

Polymers have been one of the mostly and effectively used materials all over the world recently. They have been gaining popularity for various purposes in the concrete industry last couple of decades as well. They have the ability to increase the strength and durability of the concrete products. Moreover, polymers in concrete industry can also be considered as a sustainable product since they achieve the requirements of the consumers without adversely affecting the environment, health and the economy. Fiber-modified short beams are structural members commonly used in construction industry. To enhance their physical properties, various methods have been developed; however, most of them have been considered costly and time consuming. In this study, it was concluded that one major physical property, strength, of fiber-modified concrete short beams could be improved by using polymer as a coating material. Hence, the capacity and probably the service life of those beams could be improved. Furthermore, proper polymer coating may reduce the maintenance costs. In this study, polymer coating is applied for fiber modified short concrete beams. The change in modulus of elasticity was investigated as the identifying parameter between various coated short beams since it is an important parameter in the design and analysis processes of the beams. The elastic moduli for various regions of the world were derived from compressive strength results. The maximum deflection values were computed for each region and each polymer coating as well. Finally, the most effective polymer type and coating were discovered according to the maximum deflections obtained for simply supported beam approach.

Published in American Journal of Construction and Building Materials (Volume 3, Issue 1)
DOI 10.11648/j.ajcbm.20190301.11
Page(s) 1-9
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), 2019. Published by Science Publishing Group

Keywords

Fiber-Modified Short Beams, Polymers, Modulus Elasticity, Structural Behavior

References
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[3] Firmo JP, Arruda MRT, Correia JR, and Tiago C, (2015), Flexural behaviour of partially bonded carbon fibre reinforced polymers strengthened concrete beams: Application to fire protection systems design. Materials and Design, vol. 65, pp. 1064-1074, doi: 10.1016/j.matdes.2014.10.053.
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[9] Chen WF, Mehta HC, and Lu LW, (1974), Polymer impregnated concrete (pic) for building construction, Nov 1974, Fritz Laboratory Reports, Paper 2081, Civil and Environmental Engineering, Lehigh University.
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[11] Tighiouart B, Benmokrane B, and Gao D, (1998), Investigation of bond in concrete member with fiber reinforced polymer (FRP) bars. Construction and Building Materials, vol. 12(8), pp. 453-462, doi: 10.1016/S0950-0618(98)00027-0
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[14] Haryanto Y, Hermanto N, Pamudji G, and Wardana KP, (2017), Compressive Strength and Modulus of Elasticity of Concrete with Cubed Waste Tire Rubber as Coarse Aggregates, Materials Science and Engineering 267 (2017).
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Cite This Article
  • APA Style

    Kasim Korkmaz, Salih Kocak, Mohamed El Gafy, Erkan Boztas. (2019). Effects of Elastic Modulus on Behavior of Polymer Coated Fiber Modified Short Concrete Beams. American Journal of Construction and Building Materials, 3(1), 1-9. https://doi.org/10.11648/j.ajcbm.20190301.11

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    ACS Style

    Kasim Korkmaz; Salih Kocak; Mohamed El Gafy; Erkan Boztas. Effects of Elastic Modulus on Behavior of Polymer Coated Fiber Modified Short Concrete Beams. Am. J. Constr. Build. Mater. 2019, 3(1), 1-9. doi: 10.11648/j.ajcbm.20190301.11

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    AMA Style

    Kasim Korkmaz, Salih Kocak, Mohamed El Gafy, Erkan Boztas. Effects of Elastic Modulus on Behavior of Polymer Coated Fiber Modified Short Concrete Beams. Am J Constr Build Mater. 2019;3(1):1-9. doi: 10.11648/j.ajcbm.20190301.11

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  • @article{10.11648/j.ajcbm.20190301.11,
      author = {Kasim Korkmaz and Salih Kocak and Mohamed El Gafy and Erkan Boztas},
      title = {Effects of Elastic Modulus on Behavior of Polymer Coated Fiber Modified Short Concrete Beams},
      journal = {American Journal of Construction and Building Materials},
      volume = {3},
      number = {1},
      pages = {1-9},
      doi = {10.11648/j.ajcbm.20190301.11},
      url = {https://doi.org/10.11648/j.ajcbm.20190301.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajcbm.20190301.11},
      abstract = {Polymers have been one of the mostly and effectively used materials all over the world recently. They have been gaining popularity for various purposes in the concrete industry last couple of decades as well. They have the ability to increase the strength and durability of the concrete products. Moreover, polymers in concrete industry can also be considered as a sustainable product since they achieve the requirements of the consumers without adversely affecting the environment, health and the economy. Fiber-modified short beams are structural members commonly used in construction industry. To enhance their physical properties, various methods have been developed; however, most of them have been considered costly and time consuming. In this study, it was concluded that one major physical property, strength, of fiber-modified concrete short beams could be improved by using polymer as a coating material. Hence, the capacity and probably the service life of those beams could be improved. Furthermore, proper polymer coating may reduce the maintenance costs. In this study, polymer coating is applied for fiber modified short concrete beams. The change in modulus of elasticity was investigated as the identifying parameter between various coated short beams since it is an important parameter in the design and analysis processes of the beams. The elastic moduli for various regions of the world were derived from compressive strength results. The maximum deflection values were computed for each region and each polymer coating as well. Finally, the most effective polymer type and coating were discovered according to the maximum deflections obtained for simply supported beam approach.},
     year = {2019}
    }
    

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  • TY  - JOUR
    T1  - Effects of Elastic Modulus on Behavior of Polymer Coated Fiber Modified Short Concrete Beams
    AU  - Kasim Korkmaz
    AU  - Salih Kocak
    AU  - Mohamed El Gafy
    AU  - Erkan Boztas
    Y1  - 2019/01/29
    PY  - 2019
    N1  - https://doi.org/10.11648/j.ajcbm.20190301.11
    DO  - 10.11648/j.ajcbm.20190301.11
    T2  - American Journal of Construction and Building Materials
    JF  - American Journal of Construction and Building Materials
    JO  - American Journal of Construction and Building Materials
    SP  - 1
    EP  - 9
    PB  - Science Publishing Group
    SN  - 2640-0057
    UR  - https://doi.org/10.11648/j.ajcbm.20190301.11
    AB  - Polymers have been one of the mostly and effectively used materials all over the world recently. They have been gaining popularity for various purposes in the concrete industry last couple of decades as well. They have the ability to increase the strength and durability of the concrete products. Moreover, polymers in concrete industry can also be considered as a sustainable product since they achieve the requirements of the consumers without adversely affecting the environment, health and the economy. Fiber-modified short beams are structural members commonly used in construction industry. To enhance their physical properties, various methods have been developed; however, most of them have been considered costly and time consuming. In this study, it was concluded that one major physical property, strength, of fiber-modified concrete short beams could be improved by using polymer as a coating material. Hence, the capacity and probably the service life of those beams could be improved. Furthermore, proper polymer coating may reduce the maintenance costs. In this study, polymer coating is applied for fiber modified short concrete beams. The change in modulus of elasticity was investigated as the identifying parameter between various coated short beams since it is an important parameter in the design and analysis processes of the beams. The elastic moduli for various regions of the world were derived from compressive strength results. The maximum deflection values were computed for each region and each polymer coating as well. Finally, the most effective polymer type and coating were discovered according to the maximum deflections obtained for simply supported beam approach.
    VL  - 3
    IS  - 1
    ER  - 

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Author Information
  • School of Visual and Built Environments, Eastern Michigan University, Ypsilanti, USA

  • Building Construction, University of West Florida, Pensacola, USA

  • School of Planning, Design, and Construction, Michigan State University, East Lansing, USA

  • School of Visual and Built Environments, Eastern Michigan University, Ypsilanti, USA

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