Volume 4, Issue 1, January 2019, Page: 21-27
Determination of Tensile and Compressive Moduli of Polymer Composites Using Three Points Cantilever
Shirin Rahmatpanah, Science in Textile Engineering, Isfahan University of Technology, Isfahan, Iran
Mohmad Ghane, Textile Engineering, University of Leeds, Leeds, England
Alireza Rahmatpanah, Civil Engineering, University of Qom, Qom, Iran
Received: Jan. 2, 2019;       Accepted: Mar. 6, 2019;       Published: May 23, 2019
DOI: 10.11648/j.ajmie.20190401.13      View  33      Downloads  6
In this work a technique is proposed to use bending test in order to determine the tensile and the compressive moduli of plastic sheets as well as polymer composites. A two- component free ends beam deflected in a three point cantilever is used to determine tensile and compressive moduli. Using small deflection equations and the theory of two- component beam, tensile and compressive moduli are then determined via computer program. The beam is composed of two components; spring steel and polymeric strip of the same width. These two components are bonded together with special glue. Two different types of material sheets were tested. The results show that both materials have different tensile and compressive modulus. To verify the model, uniaxial tensile tests were also performed. Taking the values of uniaxial tensile tests as reference showed acceptable accuracy at the proposed method.
Tensile Modulus, Compressive Modulus, Flexural Test, Small Deflection, Two Components Beam, Polymer Composites
To cite this article
Shirin Rahmatpanah, Mohmad Ghane, Alireza Rahmatpanah, Determination of Tensile and Compressive Moduli of Polymer Composites Using Three Points Cantilever, American Journal of Mechanical and Industrial Engineering. Vol. 4, No. 1, 2019, pp. 21-27. doi: 10.11648/j.ajmie.20190401.13
Copyright © 2019 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/) which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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