Failure behavior of a concrete slab perforated by a deformable bullet

•A 3D mesoscopic model is used to simulate the perforation of a concrete target containing coarse aggregate by a deformable projectile.•Concrete target failure is influenced by the type of erosion criterion.•The local distribution and size of coarse aggregate strongly affect the concrete target'...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Engineering structures 2021-10, Vol.245, p.112832, Article 112832
Hauptverfasser: Baranowski, Paweł, Kucewicz, Michał, Małachowski, Jerzy, Sielicki, Piotr W.
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue
container_start_page 112832
container_title Engineering structures
container_volume 245
creator Baranowski, Paweł
Kucewicz, Michał
Małachowski, Jerzy
Sielicki, Piotr W.
description •A 3D mesoscopic model is used to simulate the perforation of a concrete target containing coarse aggregate by a deformable projectile.•Concrete target failure is influenced by the type of erosion criterion.•The local distribution and size of coarse aggregate strongly affect the concrete target's response and the bullet's residual velocity.•The assumptions in the adopted modelling approach influence the discrepancy between the numerical and empirical results. This paper presents a study of the typical failure of a concrete target consisting of coarse aggregate perforated by a 7.62 mm mild steel core (MSC) bullet. Numerical simulations are carried out using a two-phase 3D mesoscopic model in which basalt aggregate grains are represented by randomly distributed spheres. The mortar and aggregate are described using the Karagozian-Case Concrete (KCC) constitutive model, and a procedure for determining strength parameters based on experimental tests supplemented with available literature data is presented. The KCC model with the determined parameters is further validated in basic experimental tests. Next, numerical predictions of perforation using different modeling approaches (e.g. application of the smooth particle hydrodynamics (SPH) method and homogenization of material) are performed. Comparisons of the results with selected empirical formula for determining the residual velocity of a projectile confirm the sensitivity of the analytical models to the adopted assumptions. Finally, the ballistic perforation test of a concrete target is simulated, and a parametric study is conducted to analyze the influence of different erosion criteria parameters on the failure of the concrete target. Comparisons of the numerical results with experimental outcomes in terms of scabbing and spalling confirm the efficiency of the model. However, a study of the local distribution of the coarse aggregate under the 7.62 mm MSC bullet demonstrates that a single 3D meso-scale model with one set of randomly generated aggregate spheres is not universal and sufficient for simulating the perforation of concrete targets with a deformable projectile with a diameter equal to or smaller than the maximum aggregate size. The influence of the quantity and arrangement of aggregates on the trajectory of the bullet strongly affects the response of the concrete target and the residual velocity of the bullet.
doi_str_mv 10.1016/j.engstruct.2021.112832
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2581543769</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029621009822</els_id><sourcerecordid>2581543769</sourcerecordid><originalsourceid>FETCH-LOGICAL-c273t-11f71466f7d34c98fd57ba5de7545e1e2206a68c4c69c775b40691e2e3c444c53</originalsourceid><addsrcrecordid>eNqFkE9Lw0AQxRdRsFY_gwHPiTv7NzmW0qpQ8KLnZbOZaEKarbtJod_elYpXT8PMvPeG-RFyD7QACuqxL3D8iFOY3VQwyqAAYCVnF2QBpea55oxfkgUFATlllbomNzH2lFJWlnRBNlvbDXPArMZPe-x8yHyb2cz50QWcMIuDrbMDhtYHO2GT1ae0bTC1e1sPyTYPA0635Kq1Q8S737ok79vN2_o5370-vaxXu9wxzaccoNUglGp1w4WryraRurayQS2FREDGqLKqdMKpymkta0FVlcbInRDCSb4kD-fcQ_BfM8bJ9H4OYzppmCxBCq5VlVT6rHLBxxiwNYfQ7W04GaDmh5npzR8z88PMnJkl5-rsxPTEscNgoutwdNh0AZO28d2_Gd9PZ3h5</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2581543769</pqid></control><display><type>article</type><title>Failure behavior of a concrete slab perforated by a deformable bullet</title><source>Elsevier ScienceDirect Journals</source><creator>Baranowski, Paweł ; Kucewicz, Michał ; Małachowski, Jerzy ; Sielicki, Piotr W.</creator><creatorcontrib>Baranowski, Paweł ; Kucewicz, Michał ; Małachowski, Jerzy ; Sielicki, Piotr W.</creatorcontrib><description>•A 3D mesoscopic model is used to simulate the perforation of a concrete target containing coarse aggregate by a deformable projectile.•Concrete target failure is influenced by the type of erosion criterion.•The local distribution and size of coarse aggregate strongly affect the concrete target's response and the bullet's residual velocity.•The assumptions in the adopted modelling approach influence the discrepancy between the numerical and empirical results. This paper presents a study of the typical failure of a concrete target consisting of coarse aggregate perforated by a 7.62 mm mild steel core (MSC) bullet. Numerical simulations are carried out using a two-phase 3D mesoscopic model in which basalt aggregate grains are represented by randomly distributed spheres. The mortar and aggregate are described using the Karagozian-Case Concrete (KCC) constitutive model, and a procedure for determining strength parameters based on experimental tests supplemented with available literature data is presented. The KCC model with the determined parameters is further validated in basic experimental tests. Next, numerical predictions of perforation using different modeling approaches (e.g. application of the smooth particle hydrodynamics (SPH) method and homogenization of material) are performed. Comparisons of the results with selected empirical formula for determining the residual velocity of a projectile confirm the sensitivity of the analytical models to the adopted assumptions. Finally, the ballistic perforation test of a concrete target is simulated, and a parametric study is conducted to analyze the influence of different erosion criteria parameters on the failure of the concrete target. Comparisons of the numerical results with experimental outcomes in terms of scabbing and spalling confirm the efficiency of the model. However, a study of the local distribution of the coarse aggregate under the 7.62 mm MSC bullet demonstrates that a single 3D meso-scale model with one set of randomly generated aggregate spheres is not universal and sufficient for simulating the perforation of concrete targets with a deformable projectile with a diameter equal to or smaller than the maximum aggregate size. The influence of the quantity and arrangement of aggregates on the trajectory of the bullet strongly affects the response of the concrete target and the residual velocity of the bullet.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2021.112832</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>3D meso-scale ; Aggregate ; Aggregates ; Basalt ; Concrete ; Concrete slabs ; Constitutive models ; Deformation ; Empirical analysis ; Failure analysis ; Formability ; Hydrodynamics ; Low carbon steels ; Mathematical models ; Mortars (material) ; Numerical prediction ; Parameters ; Perforation ; Projectile ; Projectiles ; Scale models ; Simulation ; Smooth particle hydrodynamics ; Spalling ; Three dimensional models ; Velocity</subject><ispartof>Engineering structures, 2021-10, Vol.245, p.112832, Article 112832</ispartof><rights>2021 Elsevier Ltd</rights><rights>Copyright Elsevier BV Oct 15, 2021</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c273t-11f71466f7d34c98fd57ba5de7545e1e2206a68c4c69c775b40691e2e3c444c53</citedby><cites>FETCH-LOGICAL-c273t-11f71466f7d34c98fd57ba5de7545e1e2206a68c4c69c775b40691e2e3c444c53</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029621009822$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3536,27903,27904,65309</link.rule.ids></links><search><creatorcontrib>Baranowski, Paweł</creatorcontrib><creatorcontrib>Kucewicz, Michał</creatorcontrib><creatorcontrib>Małachowski, Jerzy</creatorcontrib><creatorcontrib>Sielicki, Piotr W.</creatorcontrib><title>Failure behavior of a concrete slab perforated by a deformable bullet</title><title>Engineering structures</title><description>•A 3D mesoscopic model is used to simulate the perforation of a concrete target containing coarse aggregate by a deformable projectile.•Concrete target failure is influenced by the type of erosion criterion.•The local distribution and size of coarse aggregate strongly affect the concrete target's response and the bullet's residual velocity.•The assumptions in the adopted modelling approach influence the discrepancy between the numerical and empirical results. This paper presents a study of the typical failure of a concrete target consisting of coarse aggregate perforated by a 7.62 mm mild steel core (MSC) bullet. Numerical simulations are carried out using a two-phase 3D mesoscopic model in which basalt aggregate grains are represented by randomly distributed spheres. The mortar and aggregate are described using the Karagozian-Case Concrete (KCC) constitutive model, and a procedure for determining strength parameters based on experimental tests supplemented with available literature data is presented. The KCC model with the determined parameters is further validated in basic experimental tests. Next, numerical predictions of perforation using different modeling approaches (e.g. application of the smooth particle hydrodynamics (SPH) method and homogenization of material) are performed. Comparisons of the results with selected empirical formula for determining the residual velocity of a projectile confirm the sensitivity of the analytical models to the adopted assumptions. Finally, the ballistic perforation test of a concrete target is simulated, and a parametric study is conducted to analyze the influence of different erosion criteria parameters on the failure of the concrete target. Comparisons of the numerical results with experimental outcomes in terms of scabbing and spalling confirm the efficiency of the model. However, a study of the local distribution of the coarse aggregate under the 7.62 mm MSC bullet demonstrates that a single 3D meso-scale model with one set of randomly generated aggregate spheres is not universal and sufficient for simulating the perforation of concrete targets with a deformable projectile with a diameter equal to or smaller than the maximum aggregate size. The influence of the quantity and arrangement of aggregates on the trajectory of the bullet strongly affects the response of the concrete target and the residual velocity of the bullet.</description><subject>3D meso-scale</subject><subject>Aggregate</subject><subject>Aggregates</subject><subject>Basalt</subject><subject>Concrete</subject><subject>Concrete slabs</subject><subject>Constitutive models</subject><subject>Deformation</subject><subject>Empirical analysis</subject><subject>Failure analysis</subject><subject>Formability</subject><subject>Hydrodynamics</subject><subject>Low carbon steels</subject><subject>Mathematical models</subject><subject>Mortars (material)</subject><subject>Numerical prediction</subject><subject>Parameters</subject><subject>Perforation</subject><subject>Projectile</subject><subject>Projectiles</subject><subject>Scale models</subject><subject>Simulation</subject><subject>Smooth particle hydrodynamics</subject><subject>Spalling</subject><subject>Three dimensional models</subject><subject>Velocity</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNqFkE9Lw0AQxRdRsFY_gwHPiTv7NzmW0qpQ8KLnZbOZaEKarbtJod_elYpXT8PMvPeG-RFyD7QACuqxL3D8iFOY3VQwyqAAYCVnF2QBpea55oxfkgUFATlllbomNzH2lFJWlnRBNlvbDXPArMZPe-x8yHyb2cz50QWcMIuDrbMDhtYHO2GT1ae0bTC1e1sPyTYPA0635Kq1Q8S737ok79vN2_o5370-vaxXu9wxzaccoNUglGp1w4WryraRurayQS2FREDGqLKqdMKpymkta0FVlcbInRDCSb4kD-fcQ_BfM8bJ9H4OYzppmCxBCq5VlVT6rHLBxxiwNYfQ7W04GaDmh5npzR8z88PMnJkl5-rsxPTEscNgoutwdNh0AZO28d2_Gd9PZ3h5</recordid><startdate>20211015</startdate><enddate>20211015</enddate><creator>Baranowski, Paweł</creator><creator>Kucewicz, Michał</creator><creator>Małachowski, Jerzy</creator><creator>Sielicki, Piotr W.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7ST</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>SOI</scope></search><sort><creationdate>20211015</creationdate><title>Failure behavior of a concrete slab perforated by a deformable bullet</title><author>Baranowski, Paweł ; Kucewicz, Michał ; Małachowski, Jerzy ; Sielicki, Piotr W.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c273t-11f71466f7d34c98fd57ba5de7545e1e2206a68c4c69c775b40691e2e3c444c53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>3D meso-scale</topic><topic>Aggregate</topic><topic>Aggregates</topic><topic>Basalt</topic><topic>Concrete</topic><topic>Concrete slabs</topic><topic>Constitutive models</topic><topic>Deformation</topic><topic>Empirical analysis</topic><topic>Failure analysis</topic><topic>Formability</topic><topic>Hydrodynamics</topic><topic>Low carbon steels</topic><topic>Mathematical models</topic><topic>Mortars (material)</topic><topic>Numerical prediction</topic><topic>Parameters</topic><topic>Perforation</topic><topic>Projectile</topic><topic>Projectiles</topic><topic>Scale models</topic><topic>Simulation</topic><topic>Smooth particle hydrodynamics</topic><topic>Spalling</topic><topic>Three dimensional models</topic><topic>Velocity</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Baranowski, Paweł</creatorcontrib><creatorcontrib>Kucewicz, Michał</creatorcontrib><creatorcontrib>Małachowski, Jerzy</creatorcontrib><creatorcontrib>Sielicki, Piotr W.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Environment Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Baranowski, Paweł</au><au>Kucewicz, Michał</au><au>Małachowski, Jerzy</au><au>Sielicki, Piotr W.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Failure behavior of a concrete slab perforated by a deformable bullet</atitle><jtitle>Engineering structures</jtitle><date>2021-10-15</date><risdate>2021</risdate><volume>245</volume><spage>112832</spage><pages>112832-</pages><artnum>112832</artnum><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>•A 3D mesoscopic model is used to simulate the perforation of a concrete target containing coarse aggregate by a deformable projectile.•Concrete target failure is influenced by the type of erosion criterion.•The local distribution and size of coarse aggregate strongly affect the concrete target's response and the bullet's residual velocity.•The assumptions in the adopted modelling approach influence the discrepancy between the numerical and empirical results. This paper presents a study of the typical failure of a concrete target consisting of coarse aggregate perforated by a 7.62 mm mild steel core (MSC) bullet. Numerical simulations are carried out using a two-phase 3D mesoscopic model in which basalt aggregate grains are represented by randomly distributed spheres. The mortar and aggregate are described using the Karagozian-Case Concrete (KCC) constitutive model, and a procedure for determining strength parameters based on experimental tests supplemented with available literature data is presented. The KCC model with the determined parameters is further validated in basic experimental tests. Next, numerical predictions of perforation using different modeling approaches (e.g. application of the smooth particle hydrodynamics (SPH) method and homogenization of material) are performed. Comparisons of the results with selected empirical formula for determining the residual velocity of a projectile confirm the sensitivity of the analytical models to the adopted assumptions. Finally, the ballistic perforation test of a concrete target is simulated, and a parametric study is conducted to analyze the influence of different erosion criteria parameters on the failure of the concrete target. Comparisons of the numerical results with experimental outcomes in terms of scabbing and spalling confirm the efficiency of the model. However, a study of the local distribution of the coarse aggregate under the 7.62 mm MSC bullet demonstrates that a single 3D meso-scale model with one set of randomly generated aggregate spheres is not universal and sufficient for simulating the perforation of concrete targets with a deformable projectile with a diameter equal to or smaller than the maximum aggregate size. The influence of the quantity and arrangement of aggregates on the trajectory of the bullet strongly affects the response of the concrete target and the residual velocity of the bullet.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2021.112832</doi></addata></record>
fulltext fulltext
identifier ISSN: 0141-0296
ispartof Engineering structures, 2021-10, Vol.245, p.112832, Article 112832
issn 0141-0296
1873-7323
language eng
recordid cdi_proquest_journals_2581543769
source Elsevier ScienceDirect Journals
subjects 3D meso-scale
Aggregate
Aggregates
Basalt
Concrete
Concrete slabs
Constitutive models
Deformation
Empirical analysis
Failure analysis
Formability
Hydrodynamics
Low carbon steels
Mathematical models
Mortars (material)
Numerical prediction
Parameters
Perforation
Projectile
Projectiles
Scale models
Simulation
Smooth particle hydrodynamics
Spalling
Three dimensional models
Velocity
title Failure behavior of a concrete slab perforated by a deformable bullet
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-25T11%3A17%3A11IST&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=Failure%20behavior%20of%20a%20concrete%20slab%20perforated%20by%20a%20deformable%20bullet&rft.jtitle=Engineering%20structures&rft.au=Baranowski,%20Pawe%C5%82&rft.date=2021-10-15&rft.volume=245&rft.spage=112832&rft.pages=112832-&rft.artnum=112832&rft.issn=0141-0296&rft.eissn=1873-7323&rft_id=info:doi/10.1016/j.engstruct.2021.112832&rft_dat=%3Cproquest_cross%3E2581543769%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=2581543769&rft_id=info:pmid/&rft_els_id=S0141029621009822&rfr_iscdi=true