Acoustic Emission and Damage Characteristics of Granite Subjected to High Temperature

Acoustic emission (AE) signals can be detected from rocks under the effect of temperature and loading, which can be used to reflect rock damage evolution process and predict rock fracture. In this paper, uniaxial compression tests of granite at high temperatures from 25°C to 1000°C were carried out,...

Full description

Bibliographic Details
Main Authors: X. L. Xu, Z.-Z. Zhang
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2018/8149870
id doaj-6c352f0c977d4bb495d3a015e11d1f05
record_format Article
spelling doaj-6c352f0c977d4bb495d3a015e11d1f052020-11-24T22:50:24ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422018-01-01201810.1155/2018/81498708149870Acoustic Emission and Damage Characteristics of Granite Subjected to High TemperatureX. L. Xu0Z.-Z. Zhang1School of Architecture and Civil Engineering, Nantong University, Nantong 226019, ChinaState Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221008, ChinaAcoustic emission (AE) signals can be detected from rocks under the effect of temperature and loading, which can be used to reflect rock damage evolution process and predict rock fracture. In this paper, uniaxial compression tests of granite at high temperatures from 25°C to 1000°C were carried out, and AE signals were monitored simultaneously. The results indicated that AE ring count rate shows the law of “interval burst” and “relatively calm,” which can be explained from the energy point of view. From 25°C to 1000°C, the rock failure mode changes from single splitting failure to multisplitting failure, and then to incomplete shear failure, ideal shear failure, and double shear failure, until complete integral failure. Thermal damage (DT) defined by the elastic modulus shows logistic increase with the rise of temperature. Mechanical damage (DM) derived by the AE ring count rate can be divided into initial stage, stable stage, accelerated stage, and destructive stage. Total damage (D) increases with the rise of strain, which is corresponding to the stress-strain curve at various temperatures. Using AE data, we can further analyze the mechanism of deformation and fracture of rock, which helps to gather useful data for predicting rock stability at high temperatures.http://dx.doi.org/10.1155/2018/8149870
collection DOAJ
language English
format Article
sources DOAJ
author X. L. Xu
Z.-Z. Zhang
spellingShingle X. L. Xu
Z.-Z. Zhang
Acoustic Emission and Damage Characteristics of Granite Subjected to High Temperature
Advances in Materials Science and Engineering
author_facet X. L. Xu
Z.-Z. Zhang
author_sort X. L. Xu
title Acoustic Emission and Damage Characteristics of Granite Subjected to High Temperature
title_short Acoustic Emission and Damage Characteristics of Granite Subjected to High Temperature
title_full Acoustic Emission and Damage Characteristics of Granite Subjected to High Temperature
title_fullStr Acoustic Emission and Damage Characteristics of Granite Subjected to High Temperature
title_full_unstemmed Acoustic Emission and Damage Characteristics of Granite Subjected to High Temperature
title_sort acoustic emission and damage characteristics of granite subjected to high temperature
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8434
1687-8442
publishDate 2018-01-01
description Acoustic emission (AE) signals can be detected from rocks under the effect of temperature and loading, which can be used to reflect rock damage evolution process and predict rock fracture. In this paper, uniaxial compression tests of granite at high temperatures from 25°C to 1000°C were carried out, and AE signals were monitored simultaneously. The results indicated that AE ring count rate shows the law of “interval burst” and “relatively calm,” which can be explained from the energy point of view. From 25°C to 1000°C, the rock failure mode changes from single splitting failure to multisplitting failure, and then to incomplete shear failure, ideal shear failure, and double shear failure, until complete integral failure. Thermal damage (DT) defined by the elastic modulus shows logistic increase with the rise of temperature. Mechanical damage (DM) derived by the AE ring count rate can be divided into initial stage, stable stage, accelerated stage, and destructive stage. Total damage (D) increases with the rise of strain, which is corresponding to the stress-strain curve at various temperatures. Using AE data, we can further analyze the mechanism of deformation and fracture of rock, which helps to gather useful data for predicting rock stability at high temperatures.
url http://dx.doi.org/10.1155/2018/8149870
work_keys_str_mv AT xlxu acousticemissionanddamagecharacteristicsofgranitesubjectedtohightemperature
AT zzzhang acousticemissionanddamagecharacteristicsofgranitesubjectedtohightemperature
_version_ 1725672640531660800