A waveform modification method for testing dynamic properties of rock under high temperature

In this study, a waveform modification method was proposed using a self-designed heating device combined with the split Hopkinson pressure bar (SHPB) technique for determination of dynamic behaviors of rock at high temperature. Firstly, the temperature gradient distribution on the incident bar was m...

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Main Authors: Tubing Yin, Chao Wang, You Wu, Bingqiang Wu
Format: Article
Language:English
Published: Elsevier 2021-08-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S167477552100041X
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spelling doaj-6907e928f3e24bc2af79776269202d4c2021-07-13T04:08:56ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552021-08-01134833844A waveform modification method for testing dynamic properties of rock under high temperatureTubing Yin0Chao Wang1You Wu2Bingqiang Wu3Corresponding author.; School 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, ChinaIn this study, a waveform modification method was proposed using a self-designed heating device combined with the split Hopkinson pressure bar (SHPB) technique for determination of dynamic behaviors of rock at high temperature. Firstly, the temperature gradient distribution on the incident bar was measured according to the variation of elastic modulus of the bar with temperature, and the relationship between the longitudinal wave velocity and temperature of the bar was obtained based on one-dimensional stress wave theory. The incident bar with a temperature gradient was divided into a series of microelements, and then the transmission coefficient of the whole incident bar was obtained. Finally, the stress wave was modified by the transmission coefficient from 25 °C to 600 °C. This method was used to study the dynamic properties of rock at high temperature, which not only preserves a classical SHPB device, but also effectively ensures the accuracy of the experimental results. A dynamic Brazilian disc experiment was carried out to explore the influences of loading rate and temperature on dynamic tensile strength of sandstone at high temperature using the proposed waveform modification method.http://www.sciencedirect.com/science/article/pii/S167477552100041XHigh temperatureSplit Hopkinson pressure bar (SHPB)Dynamic loadingRock materialsMechanical properties
collection DOAJ
language English
format Article
sources DOAJ
author Tubing Yin
Chao Wang
You Wu
Bingqiang Wu
spellingShingle Tubing Yin
Chao Wang
You Wu
Bingqiang Wu
A waveform modification method for testing dynamic properties of rock under high temperature
Journal of Rock Mechanics and Geotechnical Engineering
High temperature
Split Hopkinson pressure bar (SHPB)
Dynamic loading
Rock materials
Mechanical properties
author_facet Tubing Yin
Chao Wang
You Wu
Bingqiang Wu
author_sort Tubing Yin
title A waveform modification method for testing dynamic properties of rock under high temperature
title_short A waveform modification method for testing dynamic properties of rock under high temperature
title_full A waveform modification method for testing dynamic properties of rock under high temperature
title_fullStr A waveform modification method for testing dynamic properties of rock under high temperature
title_full_unstemmed A waveform modification method for testing dynamic properties of rock under high temperature
title_sort waveform modification method for testing dynamic properties of rock under high temperature
publisher Elsevier
series Journal of Rock Mechanics and Geotechnical Engineering
issn 1674-7755
publishDate 2021-08-01
description In this study, a waveform modification method was proposed using a self-designed heating device combined with the split Hopkinson pressure bar (SHPB) technique for determination of dynamic behaviors of rock at high temperature. Firstly, the temperature gradient distribution on the incident bar was measured according to the variation of elastic modulus of the bar with temperature, and the relationship between the longitudinal wave velocity and temperature of the bar was obtained based on one-dimensional stress wave theory. The incident bar with a temperature gradient was divided into a series of microelements, and then the transmission coefficient of the whole incident bar was obtained. Finally, the stress wave was modified by the transmission coefficient from 25 °C to 600 °C. This method was used to study the dynamic properties of rock at high temperature, which not only preserves a classical SHPB device, but also effectively ensures the accuracy of the experimental results. A dynamic Brazilian disc experiment was carried out to explore the influences of loading rate and temperature on dynamic tensile strength of sandstone at high temperature using the proposed waveform modification method.
topic High temperature
Split Hopkinson pressure bar (SHPB)
Dynamic loading
Rock materials
Mechanical properties
url http://www.sciencedirect.com/science/article/pii/S167477552100041X
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