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     Research Journal of Applied Sciences, Engineering and Technology


Test Research for Basic Mechanics Performance of Inorganic Polymer Concrete

1, 2Huihong Liu, 1Zhean Lu and 1Ziqiang Peng
1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China
2Communications Planning and Design Institute of Hubei Province, Wuhan 430051, China
Research Journal of Applied Sciences, Engineering and Technology  2014  2:269-274
http://dx.doi.org/10.19026/rjaset.7.250  |  © The Author(s) 2014
Received: March 23, 2013  |  Accepted: April 22, 2013  |  Published: January 10, 2014

Abstract

The main objective of this study is to evaluate the basic mechanics properties (compressive strength, modulus of elasticity, Poisson’s ratio and splitting tensile strength) of inorganic polymer concrete whose mix proportion is ripe recipe and try to provide an experimental and theoretical foundation for application of inorganic polymer concrete in the practical engineering. In this study, the basic mechanics properties of inorganic polymer concrete have been studied by test. At the same time, the same tests researches are made for the common Portland cement concrete for comparison. Through the comparison research, it can be found that the compressive bearing capacity of inorganic polymer concrete is stronger and the modulus of elasticity and Poisson’s ratio is slightly bigger than those of common concrete and that the splitting tensile strength is as poor as those of ordinary Portland cement concrete. In order to investigate its long-term performance, the shrinkage and creep tests of inorganic polymer concrete have been studied as well. The change rules of shrinkage and creep in inorganic polymer concrete with time are obtained. It is that initial deformation is bigger and late deformation gradually becomes small and stable. These rules are basic similar as common Portland cement concrete.

Keywords:

Compressive strength , inorganic polymer concrete, modulus of elasticity, poisson, splitting tensile strength, shrinkage and creep,


References

  1. Abdul-Aleem, M.I. and P.D. Arumairaj, 2012. Geopolymer concrete-a review. Int. J. Eng. Sci. Emerg. Technol., 1(2): 118-122.
  2. Cheema, D.S., N.A. Lloyd and B.V. Rangan, 2009. Durability of geopolymer concrete box culverts-a green alternative. Proceeding of the 34th Conference on Our World in Concrete and Structures. Singapore, pp: 16-18.
  3. GB/T 50081, 2002. Standard for Test Method of Mechanical Properties on Ordinary Concrete. China Architecture and Building Press, Beijing. (In Chinese)
  4. GB/T 50082, 2009. Standard for Test Methods of Long Term Performance and Durability of Ordinary Concrete. China Architecture and Building Press, Beijing. (In Chinese)
  5. Guo, Z.H., 1999. The Principle of Reinforced Concrete. Tsinghua University Press, Beijing. (In Chinese)
  6. JTG D62, 2004. Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts. China Communications Press, Beijing. (In Chinese)
  7. Olivia, M. and H.R. Nikraz, 2011. Strength and water penetrability of fly ash geopolymer concrete. J. ARPN J. Eng. Appl. Sci., 6(7): 70-78.
  8. Sanni, S.H. and R.B. Khadiranaikar, 2012. Performance of geopolymer concrete under severe environmental conditions. [J] Int. J. Civil Struct. Eng., 3(2): 396-407.
  9. Smith, S., 2006. Engineering properties of Mae Moh fly ash geopolymer concrete. Proceeding of the International Conference on Pozzolan, Concrete and Geopolymer. Khon Kaen, Thailand, pp: 219-225.
    PMCid:PMC1560138    
  10. Wallah, S.E., 2009. Drying shrinkage of heat-cured fly ash-based geopolymer concrete. J. Mod. Appl. Sci., 3(12): 14-21.
    CrossRef    
  11. Wang, T.M., 1997. Control on Cracking in Engineering Structure. China Architecture and Building Press, Beijing. (In Chinese)

Competing interests

The authors have no competing interests.

Open Access Policy

This article is 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, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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