AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
PDF (3.1 MB)
Collect
Submit Manuscript AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline
Open Access

The Device and Method for Direct Tensile Tests of Rock

Nianchun Xu1,2,3, Quanhu Yang1,2, Tongqing Wu1,2,3( ), Rui Zheng1, Jian Lu1
School of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing, 401331, P.R. China
Chongqing Key Laboratory of Energy Engineering Mechanics & Disaster Prevention and Mitigation, Chongqing, 401331, P.R. China
Key Laboratory of Geological Hazards Mitigation for Mountainous Highway and Waterway,Chongqing Municipal Education Commission Chongqing Jiaotong University Chongqing 400074, P.R. China
Show Author Information

Abstract

Direct tensile (uniaxial tensile) test is the most accurate method to test the tensile strength and deformation modulus of rock. In order to overcome the problems of complex structure, unable to avoid bending and torsion of the current direct tensile test device, the equilateral angle aluminum is used as the centering bonding device, and the combination of aramid fiber rope and two rings is used as the stretching device. For the difference of rock sample diameter at different heights or in different directions, the centering bonding method of padding up with paper strips is proposed. Six strain gauges are pasted on the side of the aluminum bar. Several tensile tests show that the maximum eccentricity e is 0.24 mm, and the minimum eccentricity e is only 0.04 mm. It is verified that the centering bonding devices and method have good effect in direct tensile test. Then the tensile tests of two rock samples have been carried out, and the more accurate tensile mechanical parameters of rock can be get. The devices have the advantages of simple structure and low production cost, which is suitable for popularized application in uniaxial direct tensile test of rock.

CLC number: TU45 Document code: A Article ID: 1673-0836(2022)06-1949-05

References

【1】
【1】
 
 
Chinese Journal of Underground Space and Engineering
Pages 1949-1953

{{item.num}}

Comments on this article

Go to comment

< Back to all reports

Review Status: {{reviewData.commendedNum}} Commended , {{reviewData.revisionRequiredNum}} Revision Required , {{reviewData.notCommendedNum}} Not Commended Under Peer Review

Review Comment

Close
Close
Cite this article:
Xu N, Yang Q, Wu T, et al. The Device and Method for Direct Tensile Tests of Rock. Chinese Journal of Underground Space and Engineering, 2022, 18(6): 1949-1953. https://doi.org/10.20174/j.juse.2022.06.023

530

Views

3

Downloads

0

Crossref

0

Scopus

0

CSCD

Received: 08 May 2022
Published: 01 December 2022
© 2022 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).