Prestressed anchor rod support simulation method
The invention relates to a pre-stressed anchor support simulation method, which belongs to the field of roadway surrounding rock control, and comprises the following steps: simulating an anchor rod by using an anchor structure unit, and respectively generating a surrounding rock action section ancho...
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creator | CHEN JIANXING MA JUNMING ZENG BANQUAN ZHANG WENBO |
description | The invention relates to a pre-stressed anchor support simulation method, which belongs to the field of roadway surrounding rock control, and comprises the following steps: simulating an anchor rod by using an anchor structure unit, and respectively generating a surrounding rock action section anchor rod, a tray action section anchor rod and a tray outer side section anchor rod; the surrounding rock action section anchor rod, the tray action section anchor rod and the tray outer side section anchor rod are sequentially connected; setting material parameters for all anchor structure units; material parameters of the anchor structure unit with the ID being 1 are set; generating a grid in the range of the anchor structure unit of which the ID is 2, and naming the grid as plate; generating an interface of which the ID is 10 on the inner side surface of the plate grid; setting an interface material parameter of which the ID is 10; setting a'plate 'grid constitutive model and material parameters; applying a pulling |
format | Patent |
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the surrounding rock action section anchor rod, the tray action section anchor rod and the tray outer side section anchor rod are sequentially connected; setting material parameters for all anchor structure units; material parameters of the anchor structure unit with the ID being 1 are set; generating a grid in the range of the anchor structure unit of which the ID is 2, and naming the grid as plate; generating an interface of which the ID is 10 on the inner side surface of the plate grid; setting an interface material parameter of which the ID is 10; setting a'plate 'grid constitutive model and material parameters; applying a pulling</description><language>chi ; eng</language><subject>CALCULATING ; COMPUTING ; COUNTING ; ELECTRIC DIGITAL DATA PROCESSING ; PHYSICS</subject><creationdate>2024</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240202&DB=EPODOC&CC=CN&NR=117494464A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76289</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20240202&DB=EPODOC&CC=CN&NR=117494464A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>CHEN JIANXING</creatorcontrib><creatorcontrib>MA JUNMING</creatorcontrib><creatorcontrib>ZENG BANQUAN</creatorcontrib><creatorcontrib>ZHANG WENBO</creatorcontrib><title>Prestressed anchor rod support simulation method</title><description>The invention relates to a pre-stressed anchor support simulation method, which belongs to the field of roadway surrounding rock control, and comprises the following steps: simulating an anchor rod by using an anchor structure unit, and respectively generating a surrounding rock action section anchor rod, a tray action section anchor rod and a tray outer side section anchor rod; the surrounding rock action section anchor rod, the tray action section anchor rod and the tray outer side section anchor rod are sequentially connected; setting material parameters for all anchor structure units; material parameters of the anchor structure unit with the ID being 1 are set; generating a grid in the range of the anchor structure unit of which the ID is 2, and naming the grid as plate; generating an interface of which the ID is 10 on the inner side surface of the plate grid; setting an interface material parameter of which the ID is 10; setting a'plate 'grid constitutive model and material parameters; applying a pulling</description><subject>CALCULATING</subject><subject>COMPUTING</subject><subject>COUNTING</subject><subject>ELECTRIC DIGITAL DATA PROCESSING</subject><subject>PHYSICS</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2024</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZDAIKEotLgHi4tQUhcS85Iz8IoWi_BSF4tKCgvyiEoXizNzSnMSSzPw8hdzUkoz8FB4G1rTEnOJUXijNzaDo5hri7KGbWpAfn1pckJicmpdaEu_sZ2hobmJpYmJm4mhMjBoAqq8r_g</recordid><startdate>20240202</startdate><enddate>20240202</enddate><creator>CHEN JIANXING</creator><creator>MA JUNMING</creator><creator>ZENG BANQUAN</creator><creator>ZHANG WENBO</creator><scope>EVB</scope></search><sort><creationdate>20240202</creationdate><title>Prestressed anchor rod support simulation method</title><author>CHEN JIANXING ; 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the surrounding rock action section anchor rod, the tray action section anchor rod and the tray outer side section anchor rod are sequentially connected; setting material parameters for all anchor structure units; material parameters of the anchor structure unit with the ID being 1 are set; generating a grid in the range of the anchor structure unit of which the ID is 2, and naming the grid as plate; generating an interface of which the ID is 10 on the inner side surface of the plate grid; setting an interface material parameter of which the ID is 10; setting a'plate 'grid constitutive model and material parameters; applying a pulling</abstract><oa>free_for_read</oa></addata></record> |
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language | chi ; eng |
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subjects | CALCULATING COMPUTING COUNTING ELECTRIC DIGITAL DATA PROCESSING PHYSICS |
title | Prestressed anchor rod support simulation method |
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