On the penetration and perforation of concrete targets struck transversely by ogival-nosed projectiles - a numerical study

•A numerical study has been performed on the penetration and perforation of (reinforced) concrete targets using a recently developed computational constitutive model.•Parametric studies are performed numerically to examine the influences of both impact velocity and concrete target thickness on proje...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:International journal of impact engineering 2019-03, Vol.125, p.39-55
Hauptverfasser: Xu, L.Y., Xu, H., Wen, H.M.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 55
container_issue
container_start_page 39
container_title International journal of impact engineering
container_volume 125
creator Xu, L.Y.
Xu, H.
Wen, H.M.
description •A numerical study has been performed on the penetration and perforation of (reinforced) concrete targets using a recently developed computational constitutive model.•Parametric studies are performed numerically to examine the influences of both impact velocity and concrete target thickness on projectile load-time histories, projectile residual velocities and the target cracking patterns.•The present model predictions are found to be in good agreement with experimental observations in terms of penetration depth, load-time history, residual velocity, impact and scabbing crater size.•The present model predicts better the sizes of both impact and scabbing craters than the modified K&C model and the modified HJC model even though these three models produce more or less similar results for residual velocities. This paper carries out a numerical study on the penetration and perforation of (reinforced) concrete targets subjected to impact by ogival-nosed projectiles at normal incidence. A recently developed computational constitutive model for concrete subjected to dynamic loadings, which takes account of pressure dependency, strain hardening and softening, strain rate effects, Lode effect and failures in both high and low confining pressures, is employed in the numerical simulations. Parametric studies are performed numerically to examine the influences of impact velocity on the load-time histories in the case of semi-infinite concrete targets and the effects of impact velocity and concrete target thickness on the projectile residual velocities and the target cracking patterns in the case of finite reinforced concrete slabs. It transpires that the present model predictions are found to be in good agreement with experimental observations in terms of penetration depth, load-time history, residual velocity, impact cratering and scabbing size and pattern. It also transpires that the present model predicts better the sizes of both impact and scabbing craters than the modified K&C model and the modified HJC model even though these three models produce similar results for residual velocities.
doi_str_mv 10.1016/j.ijimpeng.2018.11.001
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2181751010</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0734743X18306493</els_id><sourcerecordid>2181751010</sourcerecordid><originalsourceid>FETCH-LOGICAL-c340t-809f60b3920a23e27d40e0a7e87a036050ecaceb94719d0d378f77372bbd32c83</originalsourceid><addsrcrecordid>eNqFkE9LAzEQxYMoWKtfQQKed51sts3uTSn-g0IvCt5CNjtbs26TmmQL9dMbaT17GgbeezPvR8g1g5wBm9_2uenNZot2nRfAqpyxHICdkAmrRJ3xGdSnZAKCl5ko-fs5uQihTwIBM5iQ75Wl8QNpsmP0KhpnqbJt2n3njrvrqHZWe4xIo_JrjIGG6Ef9SZPFhh36gMOeNnvq1manhsy6gCnDux51NAMGmlFF7bhBb7Qaknts95fkrFNDwKvjnJK3x4fXxXO2XD29LO6XmeYlxKyCuptDw-sCVMGxEG0JCEpgJRTweWqBWmls6lKwuoWWi6oTgouiaVpe6IpPyc0hN_3zNWKIsnejt-mkLFjFxCxRhKSaH1TauxA8dnLrzUb5vWQgfznLXv5xlr-cJWMyYUzGu4MRU4edQS-DNmg1tsan9rJ15r-IHzAtjDA</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2181751010</pqid></control><display><type>article</type><title>On the penetration and perforation of concrete targets struck transversely by ogival-nosed projectiles - a numerical study</title><source>ScienceDirect Journals (5 years ago - present)</source><creator>Xu, L.Y. ; Xu, H. ; Wen, H.M.</creator><creatorcontrib>Xu, L.Y. ; Xu, H. ; Wen, H.M.</creatorcontrib><description>•A numerical study has been performed on the penetration and perforation of (reinforced) concrete targets using a recently developed computational constitutive model.•Parametric studies are performed numerically to examine the influences of both impact velocity and concrete target thickness on projectile load-time histories, projectile residual velocities and the target cracking patterns.•The present model predictions are found to be in good agreement with experimental observations in terms of penetration depth, load-time history, residual velocity, impact and scabbing crater size.•The present model predicts better the sizes of both impact and scabbing craters than the modified K&amp;C model and the modified HJC model even though these three models produce more or less similar results for residual velocities. This paper carries out a numerical study on the penetration and perforation of (reinforced) concrete targets subjected to impact by ogival-nosed projectiles at normal incidence. A recently developed computational constitutive model for concrete subjected to dynamic loadings, which takes account of pressure dependency, strain hardening and softening, strain rate effects, Lode effect and failures in both high and low confining pressures, is employed in the numerical simulations. Parametric studies are performed numerically to examine the influences of impact velocity on the load-time histories in the case of semi-infinite concrete targets and the effects of impact velocity and concrete target thickness on the projectile residual velocities and the target cracking patterns in the case of finite reinforced concrete slabs. It transpires that the present model predictions are found to be in good agreement with experimental observations in terms of penetration depth, load-time history, residual velocity, impact cratering and scabbing size and pattern. It also transpires that the present model predicts better the sizes of both impact and scabbing craters than the modified K&amp;C model and the modified HJC model even though these three models produce similar results for residual velocities.</description><identifier>ISSN: 0734-743X</identifier><identifier>EISSN: 1879-3509</identifier><identifier>DOI: 10.1016/j.ijimpeng.2018.11.001</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Computer simulation ; Concrete slabs ; Concrete target ; Confining ; Constitutive model ; Constitutive models ; Hardening rate ; Impact velocity ; Mathematical models ; Numerical simulation ; Parametric study ; Penetration depth ; Perforation ; Pressure dependence ; Projectile impact ; Projectiles ; Reinforced concrete ; Strain hardening ; Strain rate ; Target thickness</subject><ispartof>International journal of impact engineering, 2019-03, Vol.125, p.39-55</ispartof><rights>2018 Elsevier Ltd</rights><rights>Copyright Elsevier BV Mar 2019</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c340t-809f60b3920a23e27d40e0a7e87a036050ecaceb94719d0d378f77372bbd32c83</citedby><cites>FETCH-LOGICAL-c340t-809f60b3920a23e27d40e0a7e87a036050ecaceb94719d0d378f77372bbd32c83</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.ijimpeng.2018.11.001$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3549,27923,27924,45994</link.rule.ids></links><search><creatorcontrib>Xu, L.Y.</creatorcontrib><creatorcontrib>Xu, H.</creatorcontrib><creatorcontrib>Wen, H.M.</creatorcontrib><title>On the penetration and perforation of concrete targets struck transversely by ogival-nosed projectiles - a numerical study</title><title>International journal of impact engineering</title><description>•A numerical study has been performed on the penetration and perforation of (reinforced) concrete targets using a recently developed computational constitutive model.•Parametric studies are performed numerically to examine the influences of both impact velocity and concrete target thickness on projectile load-time histories, projectile residual velocities and the target cracking patterns.•The present model predictions are found to be in good agreement with experimental observations in terms of penetration depth, load-time history, residual velocity, impact and scabbing crater size.•The present model predicts better the sizes of both impact and scabbing craters than the modified K&amp;C model and the modified HJC model even though these three models produce more or less similar results for residual velocities. This paper carries out a numerical study on the penetration and perforation of (reinforced) concrete targets subjected to impact by ogival-nosed projectiles at normal incidence. A recently developed computational constitutive model for concrete subjected to dynamic loadings, which takes account of pressure dependency, strain hardening and softening, strain rate effects, Lode effect and failures in both high and low confining pressures, is employed in the numerical simulations. Parametric studies are performed numerically to examine the influences of impact velocity on the load-time histories in the case of semi-infinite concrete targets and the effects of impact velocity and concrete target thickness on the projectile residual velocities and the target cracking patterns in the case of finite reinforced concrete slabs. It transpires that the present model predictions are found to be in good agreement with experimental observations in terms of penetration depth, load-time history, residual velocity, impact cratering and scabbing size and pattern. It also transpires that the present model predicts better the sizes of both impact and scabbing craters than the modified K&amp;C model and the modified HJC model even though these three models produce similar results for residual velocities.</description><subject>Computer simulation</subject><subject>Concrete slabs</subject><subject>Concrete target</subject><subject>Confining</subject><subject>Constitutive model</subject><subject>Constitutive models</subject><subject>Hardening rate</subject><subject>Impact velocity</subject><subject>Mathematical models</subject><subject>Numerical simulation</subject><subject>Parametric study</subject><subject>Penetration depth</subject><subject>Perforation</subject><subject>Pressure dependence</subject><subject>Projectile impact</subject><subject>Projectiles</subject><subject>Reinforced concrete</subject><subject>Strain hardening</subject><subject>Strain rate</subject><subject>Target thickness</subject><issn>0734-743X</issn><issn>1879-3509</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFkE9LAzEQxYMoWKtfQQKed51sts3uTSn-g0IvCt5CNjtbs26TmmQL9dMbaT17GgbeezPvR8g1g5wBm9_2uenNZot2nRfAqpyxHICdkAmrRJ3xGdSnZAKCl5ko-fs5uQihTwIBM5iQ75Wl8QNpsmP0KhpnqbJt2n3njrvrqHZWe4xIo_JrjIGG6Ef9SZPFhh36gMOeNnvq1manhsy6gCnDux51NAMGmlFF7bhBb7Qaknts95fkrFNDwKvjnJK3x4fXxXO2XD29LO6XmeYlxKyCuptDw-sCVMGxEG0JCEpgJRTweWqBWmls6lKwuoWWi6oTgouiaVpe6IpPyc0hN_3zNWKIsnejt-mkLFjFxCxRhKSaH1TauxA8dnLrzUb5vWQgfznLXv5xlr-cJWMyYUzGu4MRU4edQS-DNmg1tsan9rJ15r-IHzAtjDA</recordid><startdate>201903</startdate><enddate>201903</enddate><creator>Xu, L.Y.</creator><creator>Xu, H.</creator><creator>Wen, H.M.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>201903</creationdate><title>On the penetration and perforation of concrete targets struck transversely by ogival-nosed projectiles - a numerical study</title><author>Xu, L.Y. ; Xu, H. ; Wen, H.M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c340t-809f60b3920a23e27d40e0a7e87a036050ecaceb94719d0d378f77372bbd32c83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Computer simulation</topic><topic>Concrete slabs</topic><topic>Concrete target</topic><topic>Confining</topic><topic>Constitutive model</topic><topic>Constitutive models</topic><topic>Hardening rate</topic><topic>Impact velocity</topic><topic>Mathematical models</topic><topic>Numerical simulation</topic><topic>Parametric study</topic><topic>Penetration depth</topic><topic>Perforation</topic><topic>Pressure dependence</topic><topic>Projectile impact</topic><topic>Projectiles</topic><topic>Reinforced concrete</topic><topic>Strain hardening</topic><topic>Strain rate</topic><topic>Target thickness</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xu, L.Y.</creatorcontrib><creatorcontrib>Xu, H.</creatorcontrib><creatorcontrib>Wen, H.M.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>International journal of impact engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xu, L.Y.</au><au>Xu, H.</au><au>Wen, H.M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>On the penetration and perforation of concrete targets struck transversely by ogival-nosed projectiles - a numerical study</atitle><jtitle>International journal of impact engineering</jtitle><date>2019-03</date><risdate>2019</risdate><volume>125</volume><spage>39</spage><epage>55</epage><pages>39-55</pages><issn>0734-743X</issn><eissn>1879-3509</eissn><abstract>•A numerical study has been performed on the penetration and perforation of (reinforced) concrete targets using a recently developed computational constitutive model.•Parametric studies are performed numerically to examine the influences of both impact velocity and concrete target thickness on projectile load-time histories, projectile residual velocities and the target cracking patterns.•The present model predictions are found to be in good agreement with experimental observations in terms of penetration depth, load-time history, residual velocity, impact and scabbing crater size.•The present model predicts better the sizes of both impact and scabbing craters than the modified K&amp;C model and the modified HJC model even though these three models produce more or less similar results for residual velocities. This paper carries out a numerical study on the penetration and perforation of (reinforced) concrete targets subjected to impact by ogival-nosed projectiles at normal incidence. A recently developed computational constitutive model for concrete subjected to dynamic loadings, which takes account of pressure dependency, strain hardening and softening, strain rate effects, Lode effect and failures in both high and low confining pressures, is employed in the numerical simulations. Parametric studies are performed numerically to examine the influences of impact velocity on the load-time histories in the case of semi-infinite concrete targets and the effects of impact velocity and concrete target thickness on the projectile residual velocities and the target cracking patterns in the case of finite reinforced concrete slabs. It transpires that the present model predictions are found to be in good agreement with experimental observations in terms of penetration depth, load-time history, residual velocity, impact cratering and scabbing size and pattern. It also transpires that the present model predicts better the sizes of both impact and scabbing craters than the modified K&amp;C model and the modified HJC model even though these three models produce similar results for residual velocities.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijimpeng.2018.11.001</doi><tpages>17</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0734-743X
ispartof International journal of impact engineering, 2019-03, Vol.125, p.39-55
issn 0734-743X
1879-3509
language eng
recordid cdi_proquest_journals_2181751010
source ScienceDirect Journals (5 years ago - present)
subjects Computer simulation
Concrete slabs
Concrete target
Confining
Constitutive model
Constitutive models
Hardening rate
Impact velocity
Mathematical models
Numerical simulation
Parametric study
Penetration depth
Perforation
Pressure dependence
Projectile impact
Projectiles
Reinforced concrete
Strain hardening
Strain rate
Target thickness
title On the penetration and perforation of concrete targets struck transversely by ogival-nosed projectiles - a numerical study
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-08T12%3A26%3A38IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=On%20the%20penetration%20and%20perforation%20of%20concrete%20targets%20struck%20transversely%20by%20ogival-nosed%20projectiles%20-%20a%20numerical%20study&rft.jtitle=International%20journal%20of%20impact%20engineering&rft.au=Xu,%20L.Y.&rft.date=2019-03&rft.volume=125&rft.spage=39&rft.epage=55&rft.pages=39-55&rft.issn=0734-743X&rft.eissn=1879-3509&rft_id=info:doi/10.1016/j.ijimpeng.2018.11.001&rft_dat=%3Cproquest_cross%3E2181751010%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2181751010&rft_id=info:pmid/&rft_els_id=S0734743X18306493&rfr_iscdi=true