A new method for determining the crack classification criterion in acoustic emission parameter analysis
At a microscopic scale, the failure of brittle materials results from crack initiation, propagation and coalescence. Acoustic emission (AE) technique, especially parameter analysis, has been widely applied to investigate cracking process and mechanism in civil engineering. However, crack classificat...
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Veröffentlicht in: | International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2020-06, Vol.130, p.104323, Article 104323 |
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description | At a microscopic scale, the failure of brittle materials results from crack initiation, propagation and coalescence. Acoustic emission (AE) technique, especially parameter analysis, has been widely applied to investigate cracking process and mechanism in civil engineering. However, crack classification in AE parameter analysis mostly derives from the empirical relation between the RA value and the average frequency, and the crack classification criterion, i.e., the optimal transition line between shear and tensile cracks in the parameter analysis has not been determined yet. Based on statistical analysis of dominant frequency characteristics of AE signals, a new method is proposed for determining the optimal transition line for crack classification in AE parameter analysis. Spectrum analyses of AE waveform data in the representative specimens are carried out to acquire the dominant frequency of AE waveforms. Proportions of waveforms distributed in low and high dominant frequency bands (L-type and H-type waveforms) are determined. The ratios of tensile and shear cracks, viewed as measurements, are determined by the statistical analysis of dominant frequency characteristics of AE waveforms. For a series of different transition line, the predicted ratios of tensile and shear cracks in AE parameter analysis are determined. The optimal transition line is determined to be the one corresponding to the least square difference between predicted data and measurements. The determined optimal transition line can be directly applied for crack classification in AE parameter analysis in the subsequent experiments of this brittle material. The reliability of the proposed method were validated by laboratory tests of rock subjected to compression. It can be found that the optimal transition line in the parameter analysis is approximately from 1:100 to 1:500 for brittle rock under compression. The findings in this study contributes to the enhancement of the accuracy and efficiency of AE source mechanism and damage process analysis. |
doi_str_mv | 10.1016/j.ijrmms.2020.104323 |
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Acoustic emission (AE) technique, especially parameter analysis, has been widely applied to investigate cracking process and mechanism in civil engineering. However, crack classification in AE parameter analysis mostly derives from the empirical relation between the RA value and the average frequency, and the crack classification criterion, i.e., the optimal transition line between shear and tensile cracks in the parameter analysis has not been determined yet. Based on statistical analysis of dominant frequency characteristics of AE signals, a new method is proposed for determining the optimal transition line for crack classification in AE parameter analysis. Spectrum analyses of AE waveform data in the representative specimens are carried out to acquire the dominant frequency of AE waveforms. Proportions of waveforms distributed in low and high dominant frequency bands (L-type and H-type waveforms) are determined. The ratios of tensile and shear cracks, viewed as measurements, are determined by the statistical analysis of dominant frequency characteristics of AE waveforms. For a series of different transition line, the predicted ratios of tensile and shear cracks in AE parameter analysis are determined. The optimal transition line is determined to be the one corresponding to the least square difference between predicted data and measurements. The determined optimal transition line can be directly applied for crack classification in AE parameter analysis in the subsequent experiments of this brittle material. The reliability of the proposed method were validated by laboratory tests of rock subjected to compression. It can be found that the optimal transition line in the parameter analysis is approximately from 1:100 to 1:500 for brittle rock under compression. The findings in this study contributes to the enhancement of the accuracy and efficiency of AE source mechanism and damage process analysis.</description><identifier>ISSN: 1365-1609</identifier><identifier>EISSN: 1873-4545</identifier><identifier>DOI: 10.1016/j.ijrmms.2020.104323</identifier><language>eng</language><publisher>Berlin: Elsevier Ltd</publisher><subject>Acoustic emission ; Acoustic emission (AE) ; Acoustic microscopy ; Acoustic propagation ; Brittle materials ; Brittleness ; Civil engineering ; Classification ; Coalescence ; Coalescing ; Compression ; Compression tests ; Crack classification criterion ; Crack initiation ; Crack propagation ; Cracking (fracturing) ; Criteria ; Dominant frequency ; Emission analysis ; Empirical analysis ; Failure analysis ; Frequencies ; Laboratory tests ; Parameter analysis ; Parameters ; Reliability analysis ; Rocks ; Shear ; Statistical analysis ; Statistics ; Waveforms</subject><ispartof>International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2020-06, Vol.130, p.104323, Article 104323</ispartof><rights>2020 Elsevier Ltd</rights><rights>Copyright Elsevier BV Jun 2020</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a423t-fff8331630c74324e6fdfa768e6d8e84b18bc2267d47bd6ed6593dd356888bae3</citedby><cites>FETCH-LOGICAL-a423t-fff8331630c74324e6fdfa768e6d8e84b18bc2267d47bd6ed6593dd356888bae3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.ijrmms.2020.104323$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids></links><search><creatorcontrib>Zhang, Zheng-Hu</creatorcontrib><creatorcontrib>Deng, Jian-Hui</creatorcontrib><title>A new method for determining the crack classification criterion in acoustic emission parameter analysis</title><title>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</title><description>At a microscopic scale, the failure of brittle materials results from crack initiation, propagation and coalescence. Acoustic emission (AE) technique, especially parameter analysis, has been widely applied to investigate cracking process and mechanism in civil engineering. However, crack classification in AE parameter analysis mostly derives from the empirical relation between the RA value and the average frequency, and the crack classification criterion, i.e., the optimal transition line between shear and tensile cracks in the parameter analysis has not been determined yet. Based on statistical analysis of dominant frequency characteristics of AE signals, a new method is proposed for determining the optimal transition line for crack classification in AE parameter analysis. Spectrum analyses of AE waveform data in the representative specimens are carried out to acquire the dominant frequency of AE waveforms. Proportions of waveforms distributed in low and high dominant frequency bands (L-type and H-type waveforms) are determined. The ratios of tensile and shear cracks, viewed as measurements, are determined by the statistical analysis of dominant frequency characteristics of AE waveforms. For a series of different transition line, the predicted ratios of tensile and shear cracks in AE parameter analysis are determined. The optimal transition line is determined to be the one corresponding to the least square difference between predicted data and measurements. The determined optimal transition line can be directly applied for crack classification in AE parameter analysis in the subsequent experiments of this brittle material. The reliability of the proposed method were validated by laboratory tests of rock subjected to compression. It can be found that the optimal transition line in the parameter analysis is approximately from 1:100 to 1:500 for brittle rock under compression. The findings in this study contributes to the enhancement of the accuracy and efficiency of AE source mechanism and damage process analysis.</description><subject>Acoustic emission</subject><subject>Acoustic emission (AE)</subject><subject>Acoustic microscopy</subject><subject>Acoustic propagation</subject><subject>Brittle materials</subject><subject>Brittleness</subject><subject>Civil engineering</subject><subject>Classification</subject><subject>Coalescence</subject><subject>Coalescing</subject><subject>Compression</subject><subject>Compression tests</subject><subject>Crack classification criterion</subject><subject>Crack initiation</subject><subject>Crack propagation</subject><subject>Cracking (fracturing)</subject><subject>Criteria</subject><subject>Dominant frequency</subject><subject>Emission analysis</subject><subject>Empirical analysis</subject><subject>Failure analysis</subject><subject>Frequencies</subject><subject>Laboratory tests</subject><subject>Parameter analysis</subject><subject>Parameters</subject><subject>Reliability analysis</subject><subject>Rocks</subject><subject>Shear</subject><subject>Statistical analysis</subject><subject>Statistics</subject><subject>Waveforms</subject><issn>1365-1609</issn><issn>1873-4545</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp9UE1LAzEUDKJgrf4DDwHPW5NNNptehFL8goIXPYds8tJm7e7WJFX6782ynj29YZgZ3gxCt5QsKKHivl34NnRdXJSkHCnOSnaGZlTWrOAVr84zZqIqqCDLS3QVY0sIEaWoZ2i7wj384A7SbrDYDQFbSBA63_t-i9MOsAnafGKz1zF6541Ofugz6bNqRL7H2gzHmLzB0PksyuRBB92NOVj3en-KPl6jC6f3EW7-7hx9PD2-r1-Kzdvz63q1KTQvWSqcc5IxKhgxdW7BQTjrdC0kCCtB8obKxpT5c8vrxgqwoloya1klpJSNBjZHd1PuIQxfR4hJtcMx5CeiKjknXNaVpFnFJ5UJQ4wBnDoE3-lwUpSocVLVqmlSNU6qpkmz7WGyQW7w7SGoaDz0BqwPYJKyg_8_4BdAHoMW</recordid><startdate>202006</startdate><enddate>202006</enddate><creator>Zhang, Zheng-Hu</creator><creator>Deng, Jian-Hui</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>202006</creationdate><title>A new method for determining the crack classification criterion in acoustic emission parameter analysis</title><author>Zhang, Zheng-Hu ; Deng, Jian-Hui</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a423t-fff8331630c74324e6fdfa768e6d8e84b18bc2267d47bd6ed6593dd356888bae3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Acoustic emission</topic><topic>Acoustic emission (AE)</topic><topic>Acoustic microscopy</topic><topic>Acoustic propagation</topic><topic>Brittle materials</topic><topic>Brittleness</topic><topic>Civil engineering</topic><topic>Classification</topic><topic>Coalescence</topic><topic>Coalescing</topic><topic>Compression</topic><topic>Compression tests</topic><topic>Crack classification criterion</topic><topic>Crack initiation</topic><topic>Crack propagation</topic><topic>Cracking (fracturing)</topic><topic>Criteria</topic><topic>Dominant frequency</topic><topic>Emission analysis</topic><topic>Empirical analysis</topic><topic>Failure analysis</topic><topic>Frequencies</topic><topic>Laboratory tests</topic><topic>Parameter analysis</topic><topic>Parameters</topic><topic>Reliability analysis</topic><topic>Rocks</topic><topic>Shear</topic><topic>Statistical analysis</topic><topic>Statistics</topic><topic>Waveforms</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhang, Zheng-Hu</creatorcontrib><creatorcontrib>Deng, Jian-Hui</creatorcontrib><collection>CrossRef</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhang, Zheng-Hu</au><au>Deng, Jian-Hui</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A new method for determining the crack classification criterion in acoustic emission parameter analysis</atitle><jtitle>International journal of rock mechanics and mining sciences (Oxford, England : 1997)</jtitle><date>2020-06</date><risdate>2020</risdate><volume>130</volume><spage>104323</spage><pages>104323-</pages><artnum>104323</artnum><issn>1365-1609</issn><eissn>1873-4545</eissn><abstract>At a microscopic scale, the failure of brittle materials results from crack initiation, propagation and coalescence. Acoustic emission (AE) technique, especially parameter analysis, has been widely applied to investigate cracking process and mechanism in civil engineering. However, crack classification in AE parameter analysis mostly derives from the empirical relation between the RA value and the average frequency, and the crack classification criterion, i.e., the optimal transition line between shear and tensile cracks in the parameter analysis has not been determined yet. Based on statistical analysis of dominant frequency characteristics of AE signals, a new method is proposed for determining the optimal transition line for crack classification in AE parameter analysis. Spectrum analyses of AE waveform data in the representative specimens are carried out to acquire the dominant frequency of AE waveforms. Proportions of waveforms distributed in low and high dominant frequency bands (L-type and H-type waveforms) are determined. The ratios of tensile and shear cracks, viewed as measurements, are determined by the statistical analysis of dominant frequency characteristics of AE waveforms. For a series of different transition line, the predicted ratios of tensile and shear cracks in AE parameter analysis are determined. The optimal transition line is determined to be the one corresponding to the least square difference between predicted data and measurements. The determined optimal transition line can be directly applied for crack classification in AE parameter analysis in the subsequent experiments of this brittle material. The reliability of the proposed method were validated by laboratory tests of rock subjected to compression. It can be found that the optimal transition line in the parameter analysis is approximately from 1:100 to 1:500 for brittle rock under compression. The findings in this study contributes to the enhancement of the accuracy and efficiency of AE source mechanism and damage process analysis.</abstract><cop>Berlin</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijrmms.2020.104323</doi></addata></record> |
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subjects | Acoustic emission Acoustic emission (AE) Acoustic microscopy Acoustic propagation Brittle materials Brittleness Civil engineering Classification Coalescence Coalescing Compression Compression tests Crack classification criterion Crack initiation Crack propagation Cracking (fracturing) Criteria Dominant frequency Emission analysis Empirical analysis Failure analysis Frequencies Laboratory tests Parameter analysis Parameters Reliability analysis Rocks Shear Statistical analysis Statistics Waveforms |
title | A new method for determining the crack classification criterion in acoustic emission parameter analysis |
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