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Experimental and Numerical Simulation Study on the Shock and Vibration Effect of OD1422-X80 Mainline Natural Gas Pipeline Explosion
In this paper, the explosion experiment of the OD1422-X80 natural gas pipeline was carried out. The phenomenon of pipeline explosion was recorded, and a large amount of data on vibration effects were obtained. The data showed that the ground vibration during the explosion was mainly caused by the ph...
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Published in: | Shock and vibration 2019-01, Vol.2019 (2019), p.1-13 |
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description | In this paper, the explosion experiment of the OD1422-X80 natural gas pipeline was carried out. The phenomenon of pipeline explosion was recorded, and a large amount of data on vibration effects were obtained. The data showed that the ground vibration during the explosion was mainly caused by the physical explosion process, and the subsequent gas explosion did not produce strong vibration. Based on the ANSYS/LS-DYNA platform, a numerical calculation model of this experiment was established. The numerical results agreed well with the experimental results. Simulation and experimental results showed that when the gas pressure in the pipe was lower than 7 MPa, the pipeline cracks stop growing. The maximum speed of the pipe wall moving outward reached 50 m/s, which formed a huge impact compression effect on the surrounding soil. This state spread to distant places and gradually decayed into an elastic stress wave, which formed a ground vibration effect. Time-frequency analysis was introduced into the vibration signal processing. The analysis results showed that the main frequency of pipeline explosion vibration was distributed around 10 Hz and had a long duration. The research results provided a reference for subsequent gas pipeline explosion test and numerical simulation research. |
doi_str_mv | 10.1155/2019/6824819 |
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The phenomenon of pipeline explosion was recorded, and a large amount of data on vibration effects were obtained. The data showed that the ground vibration during the explosion was mainly caused by the physical explosion process, and the subsequent gas explosion did not produce strong vibration. Based on the ANSYS/LS-DYNA platform, a numerical calculation model of this experiment was established. The numerical results agreed well with the experimental results. Simulation and experimental results showed that when the gas pressure in the pipe was lower than 7 MPa, the pipeline cracks stop growing. The maximum speed of the pipe wall moving outward reached 50 m/s, which formed a huge impact compression effect on the surrounding soil. This state spread to distant places and gradually decayed into an elastic stress wave, which formed a ground vibration effect. Time-frequency analysis was introduced into the vibration signal processing. The analysis results showed that the main frequency of pipeline explosion vibration was distributed around 10 Hz and had a long duration. The research results provided a reference for subsequent gas pipeline explosion test and numerical simulation research.</description><identifier>ISSN: 1070-9622</identifier><identifier>EISSN: 1875-9203</identifier><identifier>DOI: 10.1155/2019/6824819</identifier><language>eng</language><publisher>Cairo, Egypt: Hindawi Publishing Corporation</publisher><subject>Automation ; Computer simulation ; Cracks ; Engineering ; Experiments ; Explosions ; Gas pipelines ; Gas pressure ; Gases ; Ground motion ; High strength low alloy steels ; International conferences ; Mathematical models ; Natural gas ; Pipes ; Signal processing ; Stress waves ; Time-frequency analysis ; Vibration analysis</subject><ispartof>Shock and vibration, 2019-01, Vol.2019 (2019), p.1-13</ispartof><rights>Copyright © 2019 Huayuan Ma et al.</rights><rights>Copyright © 2019 Huayuan Ma et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. http://creativecommons.org/licenses/by/4.0</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c426t-448726d8eee17fc9ad80e6903db73eee4c3b0d41b83a02ee9d4cd14fba5be8f63</citedby><cites>FETCH-LOGICAL-c426t-448726d8eee17fc9ad80e6903db73eee4c3b0d41b83a02ee9d4cd14fba5be8f63</cites><orcidid>0000-0002-1800-5518 ; 0000-0002-0743-8967</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.proquest.com/docview/2237482499/fulltextPDF?pq-origsite=primo$$EPDF$$P50$$Gproquest$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/2237482499?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,776,780,25731,27901,27902,36989,44566,75096</link.rule.ids></links><search><contributor>Santucci de Magistris, Filippo</contributor><creatorcontrib>Zhou, You</creatorcontrib><creatorcontrib>Xie, Quanmin</creatorcontrib><creatorcontrib>Li, Xinghua</creatorcontrib><creatorcontrib>Zhong, Mingshou</creatorcontrib><creatorcontrib>Ma, Huayuan</creatorcontrib><creatorcontrib>Yin, Qin</creatorcontrib><title>Experimental and Numerical Simulation Study on the Shock and Vibration Effect of OD1422-X80 Mainline Natural Gas Pipeline Explosion</title><title>Shock and vibration</title><description>In this paper, the explosion experiment of the OD1422-X80 natural gas pipeline was carried out. The phenomenon of pipeline explosion was recorded, and a large amount of data on vibration effects were obtained. The data showed that the ground vibration during the explosion was mainly caused by the physical explosion process, and the subsequent gas explosion did not produce strong vibration. Based on the ANSYS/LS-DYNA platform, a numerical calculation model of this experiment was established. The numerical results agreed well with the experimental results. Simulation and experimental results showed that when the gas pressure in the pipe was lower than 7 MPa, the pipeline cracks stop growing. The maximum speed of the pipe wall moving outward reached 50 m/s, which formed a huge impact compression effect on the surrounding soil. This state spread to distant places and gradually decayed into an elastic stress wave, which formed a ground vibration effect. Time-frequency analysis was introduced into the vibration signal processing. The analysis results showed that the main frequency of pipeline explosion vibration was distributed around 10 Hz and had a long duration. The research results provided a reference for subsequent gas pipeline explosion test and numerical simulation research.</description><subject>Automation</subject><subject>Computer simulation</subject><subject>Cracks</subject><subject>Engineering</subject><subject>Experiments</subject><subject>Explosions</subject><subject>Gas pipelines</subject><subject>Gas pressure</subject><subject>Gases</subject><subject>Ground motion</subject><subject>High strength low alloy steels</subject><subject>International conferences</subject><subject>Mathematical models</subject><subject>Natural gas</subject><subject>Pipes</subject><subject>Signal processing</subject><subject>Stress waves</subject><subject>Time-frequency analysis</subject><subject>Vibration analysis</subject><issn>1070-9622</issn><issn>1875-9203</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><sourceid>DOA</sourceid><recordid>eNqFkc1v1DAQxSMEEqVw44wscYRQfyW2j6gsbaXSIi0gbtY4HrNesvHWSUR75h_H3VRw5OTx02_ezOhV1UtG3zHWNCecMnPSai41M4-qI6ZVUxtOxeNSU0Vr03L-tHo2jltKaSNaeVT9Xt3uMccdDhP0BAZPruZdEbryW8fd3MMU00DW0-zvSCmmDZL1JnU_D-y36PICrELAbiIpkOsPTHJef9eUfII49HFAcgXTnIvjGYzkc9zjQSyT-zSW5ufVkwD9iC8e3uPq68fVl9Pz-vL67OL0_WXdSd5OtZRa8dZrRGQqdAa8ptgaKrxTooiyE456yZwWQDmi8bLzTAYHjUMdWnFcXSy-PsHW7svVkO9sgmgPQso_LOQpdj1a7RUwQ5Vm2kklHGgpfMMBQPoGlCterxevfU43M46T3aY5D2V9y7lQsoRgTKHeLlSX0zhmDH-nMmrvI7P3kdmHyAr-ZsE3cfDwK_6PfrXQWBgM8I_mjMmGiT_imJ--</recordid><startdate>20190101</startdate><enddate>20190101</enddate><creator>Zhou, You</creator><creator>Xie, Quanmin</creator><creator>Li, Xinghua</creator><creator>Zhong, Mingshou</creator><creator>Ma, Huayuan</creator><creator>Yin, Qin</creator><general>Hindawi Publishing Corporation</general><general>Hindawi</general><general>Hindawi Limited</general><general>Wiley</general><scope>ADJCN</scope><scope>AHFXO</scope><scope>RHU</scope><scope>RHW</scope><scope>RHX</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>KR7</scope><scope>L6V</scope><scope>M7S</scope><scope>PHGZM</scope><scope>PHGZT</scope><scope>PIMPY</scope><scope>PKEHL</scope><scope>PQEST</scope><scope>PQGLB</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0002-1800-5518</orcidid><orcidid>https://orcid.org/0000-0002-0743-8967</orcidid></search><sort><creationdate>20190101</creationdate><title>Experimental and Numerical Simulation Study on the Shock and Vibration Effect of OD1422-X80 Mainline Natural Gas Pipeline Explosion</title><author>Zhou, You ; Xie, Quanmin ; Li, Xinghua ; Zhong, Mingshou ; Ma, Huayuan ; Yin, Qin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c426t-448726d8eee17fc9ad80e6903db73eee4c3b0d41b83a02ee9d4cd14fba5be8f63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Automation</topic><topic>Computer simulation</topic><topic>Cracks</topic><topic>Engineering</topic><topic>Experiments</topic><topic>Explosions</topic><topic>Gas pipelines</topic><topic>Gas pressure</topic><topic>Gases</topic><topic>Ground motion</topic><topic>High strength low alloy steels</topic><topic>International conferences</topic><topic>Mathematical models</topic><topic>Natural gas</topic><topic>Pipes</topic><topic>Signal processing</topic><topic>Stress waves</topic><topic>Time-frequency analysis</topic><topic>Vibration analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhou, You</creatorcontrib><creatorcontrib>Xie, Quanmin</creatorcontrib><creatorcontrib>Li, Xinghua</creatorcontrib><creatorcontrib>Zhong, Mingshou</creatorcontrib><creatorcontrib>Ma, Huayuan</creatorcontrib><creatorcontrib>Yin, Qin</creatorcontrib><collection>الدوريات العلمية والإحصائية - e-Marefa Academic and Statistical Periodicals</collection><collection>معرفة - المحتوى العربي الأكاديمي المتكامل - e-Marefa Academic Complete</collection><collection>Hindawi Publishing Complete</collection><collection>Hindawi Publishing Subscription Journals</collection><collection>Hindawi Publishing Open Access</collection><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection (Proquest) (PQ_SDU_P3)</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>ProQuest Central (New)</collection><collection>ProQuest One Academic (New)</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Middle East (New)</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Applied & Life Sciences</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Engineering collection</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Shock and vibration</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhou, You</au><au>Xie, Quanmin</au><au>Li, Xinghua</au><au>Zhong, Mingshou</au><au>Ma, Huayuan</au><au>Yin, Qin</au><au>Santucci de Magistris, Filippo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental and Numerical Simulation Study on the Shock and Vibration Effect of OD1422-X80 Mainline Natural Gas Pipeline Explosion</atitle><jtitle>Shock and vibration</jtitle><date>2019-01-01</date><risdate>2019</risdate><volume>2019</volume><issue>2019</issue><spage>1</spage><epage>13</epage><pages>1-13</pages><issn>1070-9622</issn><eissn>1875-9203</eissn><abstract>In this paper, the explosion experiment of the OD1422-X80 natural gas pipeline was carried out. The phenomenon of pipeline explosion was recorded, and a large amount of data on vibration effects were obtained. The data showed that the ground vibration during the explosion was mainly caused by the physical explosion process, and the subsequent gas explosion did not produce strong vibration. Based on the ANSYS/LS-DYNA platform, a numerical calculation model of this experiment was established. The numerical results agreed well with the experimental results. Simulation and experimental results showed that when the gas pressure in the pipe was lower than 7 MPa, the pipeline cracks stop growing. The maximum speed of the pipe wall moving outward reached 50 m/s, which formed a huge impact compression effect on the surrounding soil. This state spread to distant places and gradually decayed into an elastic stress wave, which formed a ground vibration effect. Time-frequency analysis was introduced into the vibration signal processing. The analysis results showed that the main frequency of pipeline explosion vibration was distributed around 10 Hz and had a long duration. The research results provided a reference for subsequent gas pipeline explosion test and numerical simulation research.</abstract><cop>Cairo, Egypt</cop><pub>Hindawi Publishing Corporation</pub><doi>10.1155/2019/6824819</doi><tpages>13</tpages><orcidid>https://orcid.org/0000-0002-1800-5518</orcidid><orcidid>https://orcid.org/0000-0002-0743-8967</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Automation Computer simulation Cracks Engineering Experiments Explosions Gas pipelines Gas pressure Gases Ground motion High strength low alloy steels International conferences Mathematical models Natural gas Pipes Signal processing Stress waves Time-frequency analysis Vibration analysis |
title | Experimental and Numerical Simulation Study on the Shock and Vibration Effect of OD1422-X80 Mainline Natural Gas Pipeline Explosion |
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