PROPERTIES OF CONCRETE WITH COATED AGGREGATES UNDER DIFFERENT LOADING CONDITIONS

  • Yisihak Gebre Bauhaus-University Weimar, Institute of Structural Mechanics, Germany
  • Tom Lahmer Bauhaus-University Weimar, Institute of Structural Mechanics, Germany
  • Matthias Müller Bauhaus-University Weimar, Institute for Building Materials Science, Germany
  • Torben Wiegand Bauhaus-University Weimar, Institute for Building Materials Science, Germany
  • Andrea Osburg Bauhaus-University Weimar, Institute for Building Materials Science, Germany
  • Abrham G. Tarekegn School of Civil and Environmental Engineering, Addis Ababa Institute of Technology, Addis Ababa, Ethiopia
Keywords: Shrinkage;, Strain;, Coated aggregates;, Epoxy resin;, Silicon;, Static elastic modulus;

Abstract

Properties of concrete can be improved using different coating materials and chemicals. Some of the materials, however, are not effective as there is a weak bond between the coarse aggregate and the cement mortar. Hence, in this research, the mechanical and dynamic properties of concrete with epoxy resin, epoxy-sand and silicon coated aggregates at different volume fractions ranging from 5 to 15 percent were experimentally investigated. The test results indicate that there are improvements in compressive strength of concrete ranging from 10 % to 18 %, in which a maximum strength was achieved by using 15 percent epoxy-sand coating. Furthermore, a 5 % epoxy resin coating, resulting in an increase in compressive and tensile strengths of concrete by 5% and there are enhancements in static and dynamic modulus of elasticity by 2.7 %. In general, concrete specimens made with aggregates coated with epoxy-sand have higher performance in compressive strength as compared to using aggregates epoxy and silicon coated aggregates. Based on the findings of this study, it is recommended that coating of coarse aggregates with epoxy and epoxy-sand can be used as an alternative building and construction material to enhance the mechanical and dynamic properties of concrete.

References

[1] Jiwei Deng, Changwu Liu and Jianfeng Liu, “Effect of dynamic loading on mechanical properties of concrete”, Advanced Materials Research, Vol. 568, September 2012, 147-153.
[2] Özlem Salli Bideci, Alper Bideciet. et. al, “Polymer coated pumice aggregates and their properties”, Elsevier Ltd., Composites Part B: Engineering, Vol.67, 2014, 239-243.
[3] Abey Lulseged, K. Hemantharaja and C. V. S. R. Prasad, “A Study on using Plastic Coated Aggregate in Bituminous Mix for Flexible Pavement”, International Journal of Scientific Engineering and Technology Research, Vol. 05, Issue 05, 2016.
[4] S. Rajasekaran, R. Vasudevan and Samuvel Paulraj, “Reuse of Waste Plastics Coated Aggregates-Bitumen Mix Composite for Road Application - Green Method”, American Journal of Engineering Research (AJER), Volume-02, Issue-11, 2013, 01-13.
[5] Brajesh Mishra and M.K. Gupta, “A Study on use of Plastic-Coated Aggregates in Bituminous Concrete Mixes of Flexible Pavement”, International Journal of Engineering Research and Application, Vol. 7, Issue 10, (Part -7) October 2017, 26-33.
[6] P.Naga Malleswara Rao and B. Khadar Mohammed, “Utilization of Waste Polymers for Flexible Pavement for Low Volume Rural Roads”,International Research Journal of Engineering and Technology (IRJET), Vol.07, Issue:07 July 2020 , 1460-1464.
[7] Nitin Dutt Sharma and Anupam Sharma, “Utilization of Waste Plastic in Flexible Pavement”, International Journal of Science and Research (IJSR), Volume 8 Issue 5, May 2019, 1545-1549.
[8] R. Vasudevan, R. Velkennedy. et. al, “Utilization of Waste Polymers for Flexible Pavement and Easy Disposal of Waste Polymers”, International Journal of Pavement Research and Technology, Vol. 3, No. 1, Jan 2010, 34-42.
[9] David Darwin and F. O. Slate, “Effect of Paste-Aggregate Bond Strength on Behavior of Concrete”, Journal of Materials, JMLSA, Vol. 5, No. 1, March 1970, 86-98.
[10] Jose F Muñoz, et. al., “Expanded Study on the effects of Aggregate Coating and Films on Concrete Performance”, Wisconsin highway research program , October 2007.
[11] Cody K. Parker,Jennifer E. Tanner, et. al., “Evaluation of ASTM Methods to determine Splitting Tensile Strength in Concrete, Masonry, and Autoclaved Aerated Concrete”, Journal of ASTM International, Vol. 4, No. 2, 2007, 62-73
[12] ASTM C496-96: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens, (August 2017).
[13] Indian Standard for Method of Test Splitting Tensile Strength of Concrete, (Cement and Concrete, IS 5816,1999).
[14] Method for Determination of Tensile Splitting Strength, (British Standards Institution, BS 1881-117, Testing Concrete - Part 117, 1983).
[15] Alexandre Lorenzi, Francisco Teston and Luiz Carlos Pinto, “Ultrasonic Pulse Velocity Analysis in Concrete Specimens”, Asociacion Argentina de Ensayos No Destructivous Estructurales, IV Conferencia Panamericana de END,Buenos Aires - October 2007, 13.
[16] A. M. Neville, “Properties of Concrete”, John Wiley & Sons, New York, 4th edition, 1997.
[17] R Rajesh Kumar, D Siva Kumar, “An Experimental Investigation on Dynamic Modulus of Elasticity of Fly Ash Based Normal Strength Concrete”, International Journal of ChemTech Research, Vol.12 No.03, 2019, 287-300.
[18] Method of Non-Destructive Testing of Concrete, (Bureau of Indian Standards, Part 1: Ultrasonic Pulse velocity, BIS 13311-1,1992).
[19] Tests for geometrical properties of aggregates, (DIN EN 933: Part 1: Determination of particle size distribution - Sieving method; German version, 2012).
[20] Testing Hardened Concrete, (DIN EN 12390-2: Part 2, Making and curing specimens for strength tests, 2009).
[21] Testing Hardened Concrete, (DIN EN 12390-1: Part 1, Shape, dimensions and other requirements for specimens and molds,2012).
[22] Concrete: Definition, Properties, Production and Conformity- (Compilation of DIN Fachbericht 100: DIN EN 206-1 Concrete - Part 1, 2001).
[23] Testing Hardened Concrete: Compressive strength - Specification for Testing Machines, (DIN EN 12390-4: Part 4, 2020).
[24] Testing Hardened Concrete: Tensile Splitting Strength of Test Specimens, (DIN EN 12390-6: Part 6, 2010).
[25] Testing Hardened Concrete: Determination of secant modulus of elasticity in compression, (DIN EN 12390-13: Part 13,2013).
Published
2023-04-08
Section
Articles