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End Effect in Uniaxial Compression Test of Marble
Science Discovery
Volume 7, Issue 6, December 2019, Pages: 415-418
Received: Nov. 15, 2019; Published: Dec. 9, 2019
Views 441      Downloads 60
Authors
Wu Zhichou, School of Science, Nanjing University of Science and Technology, Nanjing, China
Zhang Ning, School of Science, Nanjing University of Science and Technology, Nanjing, China
Wang Jiabo, National Defense Engineering Institute, Army Engineering University, Nanjing, China
Wang Shuo, National Defense Engineering Institute, Army Engineering University, Nanjing, China
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Abstract
In order to reveal the influence of friction between loading plate and test piece on test strength, Alloy steel, polytetrafluoroethylene and rubber are used as cushion, Uniaxial compression tests of marble cubes under different end contact conditions were carried out. The test results show that, When the cushion is thick, the greater the cushion stiffness is, the greater the test strength is; when the deformation modulus of cushion material is significantly smaller than the tested piece, the greater the cushion thickness is, the lower the test strength is,so the characteristics of cushion have significant influence on the test strength and failure characteristics. Based on the transverse deformation capacity of loading plate and specimen, the influence rule of different end conditions on test strength is given. The comparative test is carried out with a cylinder sample with a height diameter ratio of 2.0, Based on the viewpoint of relative strength, a new idea of reducing friction in rock test is put forward.
Keywords
Marble, Uniaxial Compression, Testing Intensity, Friction Effect
To cite this article
Wu Zhichou, Zhang Ning, Wang Jiabo, Wang Shuo, End Effect in Uniaxial Compression Test of Marble, Science Discovery. Vol. 7, No. 6, 2019, pp. 415-418. doi: 10.11648/j.sd.20190706.17
Copyright
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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