Evaluation on Rock Tensile Failure of the Brazilian Discs under Different Loading Configurations by Digital Image Correlation

The fracture behavior of the disc specimens in the Brazilian test is closely related to the reliability and accuracy of the experimental results. To comprehensively investigate the effect of various loading methods and rock material types on the failure mechanism of the Brazilian discs, five differe...

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Main Authors: Diyuan Li, Bang Li, Zhenyu Han, Quanqi Zhu
Format: Article
Language:English
Published: MDPI AG 2020-08-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/16/5513
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spelling doaj-5158fcad39ac4ebc8833f06bb0f8699e2020-11-25T03:15:00ZengMDPI AGApplied Sciences2076-34172020-08-01105513551310.3390/app10165513Evaluation on Rock Tensile Failure of the Brazilian Discs under Different Loading Configurations by Digital Image CorrelationDiyuan Li0Bang Li1Zhenyu Han2Quanqi Zhu3School of Resources and Safety Engineering, Central South University, Changsha 410083, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, ChinaThe fracture behavior of the disc specimens in the Brazilian test is closely related to the reliability and accuracy of the experimental results. To comprehensively investigate the effect of various loading methods and rock material types on the failure mechanism of the Brazilian discs, five different rock types tested with three typical loading methods were employed in this work. The digital image correlation (DIC) method was applied to record and analyze the strain and displacement field of the specimens during the loading process. Experimental results indicate that the peak load and deformation characteristics of the Brazilian discs are strongly affected by the loading types. The Brazilian test with the Chinese standard is evidently not suitable for measuring the tensile strength of rocks, and the other two testing methods may lead to an invalid failure mode for rock materials with high stiffness and tensile to compressive strength ratio. Furthermore, it revealed that the maximum equivalent stress point of a disc specimen is co-controlled by the material stiffness and its tensile–compression ratio. The present work shows that it is necessary to select a suitable loading configuration for each rock type in the Brazilian test.https://www.mdpi.com/2076-3417/10/16/5513failure mechanismloading configurationrock typesBrazilian testdigital image correlation
collection DOAJ
language English
format Article
sources DOAJ
author Diyuan Li
Bang Li
Zhenyu Han
Quanqi Zhu
spellingShingle Diyuan Li
Bang Li
Zhenyu Han
Quanqi Zhu
Evaluation on Rock Tensile Failure of the Brazilian Discs under Different Loading Configurations by Digital Image Correlation
Applied Sciences
failure mechanism
loading configuration
rock types
Brazilian test
digital image correlation
author_facet Diyuan Li
Bang Li
Zhenyu Han
Quanqi Zhu
author_sort Diyuan Li
title Evaluation on Rock Tensile Failure of the Brazilian Discs under Different Loading Configurations by Digital Image Correlation
title_short Evaluation on Rock Tensile Failure of the Brazilian Discs under Different Loading Configurations by Digital Image Correlation
title_full Evaluation on Rock Tensile Failure of the Brazilian Discs under Different Loading Configurations by Digital Image Correlation
title_fullStr Evaluation on Rock Tensile Failure of the Brazilian Discs under Different Loading Configurations by Digital Image Correlation
title_full_unstemmed Evaluation on Rock Tensile Failure of the Brazilian Discs under Different Loading Configurations by Digital Image Correlation
title_sort evaluation on rock tensile failure of the brazilian discs under different loading configurations by digital image correlation
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2020-08-01
description The fracture behavior of the disc specimens in the Brazilian test is closely related to the reliability and accuracy of the experimental results. To comprehensively investigate the effect of various loading methods and rock material types on the failure mechanism of the Brazilian discs, five different rock types tested with three typical loading methods were employed in this work. The digital image correlation (DIC) method was applied to record and analyze the strain and displacement field of the specimens during the loading process. Experimental results indicate that the peak load and deformation characteristics of the Brazilian discs are strongly affected by the loading types. The Brazilian test with the Chinese standard is evidently not suitable for measuring the tensile strength of rocks, and the other two testing methods may lead to an invalid failure mode for rock materials with high stiffness and tensile to compressive strength ratio. Furthermore, it revealed that the maximum equivalent stress point of a disc specimen is co-controlled by the material stiffness and its tensile–compression ratio. The present work shows that it is necessary to select a suitable loading configuration for each rock type in the Brazilian test.
topic failure mechanism
loading configuration
rock types
Brazilian test
digital image correlation
url https://www.mdpi.com/2076-3417/10/16/5513
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AT zhenyuhan evaluationonrocktensilefailureofthebraziliandiscsunderdifferentloadingconfigurationsbydigitalimagecorrelation
AT quanqizhu evaluationonrocktensilefailureofthebraziliandiscsunderdifferentloadingconfigurationsbydigitalimagecorrelation
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