Resistance of cement-based materials against high-velocity small caliber deformable projectile impact

•Investigation on the resistance of cement-based materials against deformable projectile impact.•Experimental matrix of cement-based materials across a wide range of compositions and material properties.•Relative effective hardness index shown to provide a good characterization of penetration depth...

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Veröffentlicht in:International journal of impact engineering 2020-10, Vol.144, p.103629, Article 103629
Hauptverfasser: Zhang, Fengling, Poh, Leong Hien, Zhang, Min-Hong
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Zhang, Min-Hong
description •Investigation on the resistance of cement-based materials against deformable projectile impact.•Experimental matrix of cement-based materials across a wide range of compositions and material properties.•Relative effective hardness index shown to provide a good characterization of penetration depth and projectile deformation.•Deformation characteristics of deformable projectiles are analysed This paper presents an experimental study on the resistance of cement-based materials across a wide range of compositions and material properties, against the impact of 8.0-mm-diameter, 7.8-g-mass, conical-nosed deformable ASSAB XW-42 steel and copper projectiles at velocities of approximately 400 m/s, in terms of the penetration depth. The cement-based materials investigated include cement pastes, mortars, concretes, engineered cementitious composites (ECCs), and ultra-high performance concretes (UHPCs) with compressive strengths from 37.9 to 229.4 MPa and elastic moduli from 18.7 to 108.8 GPa. For the range of relative characteristic properties between projectile and target considered, the relative effective hardness index (REH) is shown to provide a good characterization of the penetration depth as well as the projectile deformation including relative length change, diameter change, and mass loss. For the deformable penetration regime investigated, two sub-regimes are identified corresponding to a decreasing REH, i.e. regime I with projectile penetration mechanism and regime II with projectile deformation mechanism. It is also found that UHPCs exhibit better impact resistance against deformable projectiles than high performance concretes (HPCs) with granite coarse aggregate, whereas a reversed trend is observed when non-deformable projectiles are considered. The experimental results of this study provide insights into the quick estimation of penetration depth and guidance on the selection of protective materials for practical engineering applications.
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The cement-based materials investigated include cement pastes, mortars, concretes, engineered cementitious composites (ECCs), and ultra-high performance concretes (UHPCs) with compressive strengths from 37.9 to 229.4 MPa and elastic moduli from 18.7 to 108.8 GPa. For the range of relative characteristic properties between projectile and target considered, the relative effective hardness index (REH) is shown to provide a good characterization of the penetration depth as well as the projectile deformation including relative length change, diameter change, and mass loss. For the deformable penetration regime investigated, two sub-regimes are identified corresponding to a decreasing REH, i.e. regime I with projectile penetration mechanism and regime II with projectile deformation mechanism. It is also found that UHPCs exhibit better impact resistance against deformable projectiles than high performance concretes (HPCs) with granite coarse aggregate, whereas a reversed trend is observed when non-deformable projectiles are considered. 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The cement-based materials investigated include cement pastes, mortars, concretes, engineered cementitious composites (ECCs), and ultra-high performance concretes (UHPCs) with compressive strengths from 37.9 to 229.4 MPa and elastic moduli from 18.7 to 108.8 GPa. For the range of relative characteristic properties between projectile and target considered, the relative effective hardness index (REH) is shown to provide a good characterization of the penetration depth as well as the projectile deformation including relative length change, diameter change, and mass loss. For the deformable penetration regime investigated, two sub-regimes are identified corresponding to a decreasing REH, i.e. regime I with projectile penetration mechanism and regime II with projectile deformation mechanism. It is also found that UHPCs exhibit better impact resistance against deformable projectiles than high performance concretes (HPCs) with granite coarse aggregate, whereas a reversed trend is observed when non-deformable projectiles are considered. The experimental results of this study provide insights into the quick estimation of penetration depth and guidance on the selection of protective materials for practical engineering applications.</description><subject>Cement</subject><subject>Cement paste</subject><subject>Concrete</subject><subject>Deformable</subject><subject>Deformation mechanisms</subject><subject>Formability</subject><subject>Impact resistance</subject><subject>Material properties</subject><subject>Materials selection</subject><subject>Modulus of elasticity</subject><subject>Mortars (material)</subject><subject>Penetration depth</subject><subject>Projectile impact</subject><subject>Projectiles</subject><subject>Relative hardness</subject><subject>Terminal ballistics</subject><subject>UHPC</subject><issn>0734-743X</issn><issn>1879-3509</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNqFkNtKAzEQhoMoWKuvIAGvtyabbLK5U4onKAii4F3IJrNtlj3UJC349qZUr72aAzP_zP8hdE3JghIqbruF7_ywhXG9KEl5aDJRqhM0o7VUBauIOkUzIhkvJGef5-gixo4QKklFZgjeIPqYzGgBTy22MMCYisZEcHgwCYI3fcRmbfwYE9749abYQz9Zn75xHEzfY2t630DADtopDKbpAW_D1IFNPqf5MWPTJTprsw5c_cY5-nh8eF8-F6vXp5fl_aqwjJNUcKVAWVe1pZJN2VDBXQmNNBWzUIEytQMmTA0uF9QJ5qyQjjJZVyVXgtdsjm6OuvmDrx3EpLtpF8Z8Upec14pzIas8JY5TNkwxBmj1NvjBhG9NiT4g1Z3-Q6oPSPURaV68Oy5C9rD3EHS0HjI650P2q93k_5P4AcSHhKw</recordid><startdate>202010</startdate><enddate>202010</enddate><creator>Zhang, Fengling</creator><creator>Poh, Leong Hien</creator><creator>Zhang, Min-Hong</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>202010</creationdate><title>Resistance of cement-based materials against high-velocity small caliber deformable projectile impact</title><author>Zhang, Fengling ; Poh, Leong Hien ; Zhang, Min-Hong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c340t-499e9cd5f297b2b164d2eb7a53ce5e9a8de36a8ed5e91d63dc67d137852496483</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Cement</topic><topic>Cement paste</topic><topic>Concrete</topic><topic>Deformable</topic><topic>Deformation mechanisms</topic><topic>Formability</topic><topic>Impact resistance</topic><topic>Material properties</topic><topic>Materials selection</topic><topic>Modulus of elasticity</topic><topic>Mortars (material)</topic><topic>Penetration depth</topic><topic>Projectile impact</topic><topic>Projectiles</topic><topic>Relative hardness</topic><topic>Terminal ballistics</topic><topic>UHPC</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhang, Fengling</creatorcontrib><creatorcontrib>Poh, Leong Hien</creatorcontrib><creatorcontrib>Zhang, Min-Hong</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>Zhang, Fengling</au><au>Poh, Leong Hien</au><au>Zhang, Min-Hong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Resistance of cement-based materials against high-velocity small caliber deformable projectile impact</atitle><jtitle>International journal of impact engineering</jtitle><date>2020-10</date><risdate>2020</risdate><volume>144</volume><spage>103629</spage><pages>103629-</pages><artnum>103629</artnum><issn>0734-743X</issn><eissn>1879-3509</eissn><abstract>•Investigation on the resistance of cement-based materials against deformable projectile impact.•Experimental matrix of cement-based materials across a wide range of compositions and material properties.•Relative effective hardness index shown to provide a good characterization of penetration depth and projectile deformation.•Deformation characteristics of deformable projectiles are analysed This paper presents an experimental study on the resistance of cement-based materials across a wide range of compositions and material properties, against the impact of 8.0-mm-diameter, 7.8-g-mass, conical-nosed deformable ASSAB XW-42 steel and copper projectiles at velocities of approximately 400 m/s, in terms of the penetration depth. The cement-based materials investigated include cement pastes, mortars, concretes, engineered cementitious composites (ECCs), and ultra-high performance concretes (UHPCs) with compressive strengths from 37.9 to 229.4 MPa and elastic moduli from 18.7 to 108.8 GPa. For the range of relative characteristic properties between projectile and target considered, the relative effective hardness index (REH) is shown to provide a good characterization of the penetration depth as well as the projectile deformation including relative length change, diameter change, and mass loss. For the deformable penetration regime investigated, two sub-regimes are identified corresponding to a decreasing REH, i.e. regime I with projectile penetration mechanism and regime II with projectile deformation mechanism. It is also found that UHPCs exhibit better impact resistance against deformable projectiles than high performance concretes (HPCs) with granite coarse aggregate, whereas a reversed trend is observed when non-deformable projectiles are considered. The experimental results of this study provide insights into the quick estimation of penetration depth and guidance on the selection of protective materials for practical engineering applications.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijimpeng.2020.103629</doi></addata></record>
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subjects Cement
Cement paste
Concrete
Deformable
Deformation mechanisms
Formability
Impact resistance
Material properties
Materials selection
Modulus of elasticity
Mortars (material)
Penetration depth
Projectile impact
Projectiles
Relative hardness
Terminal ballistics
UHPC
title Resistance of cement-based materials against high-velocity small caliber deformable projectile impact
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