Size effect for normal strength concrete cylinders subjected to axial impact
This paper describes a multi-national collaborative study that included both numerical and experimental efforts carried out on geometrically similar normal strength concrete (NSC) cylinders of different sizes subjected to axial impact. A parallel study on high strength concrete (HSC), that was carri...
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| Veröffentlicht in: | International journal of impact engineering 2005-04, Vol.31 (4), p.461-481 |
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| container_title | International journal of impact engineering |
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| creator | Elfahal, M.M. Krauthammer, T. Ohno, T. Beppu, M. Mindess, S. |
| description | This paper describes a multi-national collaborative study that included both numerical and experimental efforts carried out on geometrically similar normal strength concrete (NSC) cylinders of different sizes subjected to axial impact. A parallel study on high strength concrete (HSC), that was carried out earlier, was described in a previous paper (International Journal of Impact Engineering, Elsevier Ltd. 2003; 28: 1001–1016). This study investigated the size effect phenomenon for NSC cylinders under short duration time-dependent compressive loads. Unlike the study on HSC that used soft impact only, this study on NSC used both soft and hard impact. Results from the tests and simulations showed the existence of a size effect in NSC cylinders under both, hard and soft, impact loading. This time-dependent size effect is different from the known static size effect. |
| doi_str_mv | 10.1016/j.ijimpeng.2004.01.003 |
| format | Article |
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A parallel study on high strength concrete (HSC), that was carried out earlier, was described in a previous paper (International Journal of Impact Engineering, Elsevier Ltd. 2003; 28: 1001–1016). This study investigated the size effect phenomenon for NSC cylinders under short duration time-dependent compressive loads. Unlike the study on HSC that used soft impact only, this study on NSC used both soft and hard impact. Results from the tests and simulations showed the existence of a size effect in NSC cylinders under both, hard and soft, impact loading. 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This time-dependent size effect is different from the known static size effect.</description><subject>Concrete</subject><subject>Exact sciences and technology</subject><subject>Fracture mechanics (crack, fatigue, damage...)</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Impact</subject><subject>Loading rate</subject><subject>Physics</subject><subject>Size effect</subject><subject>Solid mechanics</subject><subject>Structural and continuum mechanics</subject><issn>0734-743X</issn><issn>1879-3509</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2005</creationdate><recordtype>article</recordtype><recordid>eNqFkE1rGzEQhkVpoK6TvxB0SW-7He2HtLolmHyBoYc20JuQR6NWy3rXkdYh7q-Pgl167GlgeN55mYexSwGlACG_9mXow3ZH46-yAmhKECVA_YEtRKd0UbegP7IFqLopVFP__MQ-p9QDCAUtLNj6e_hDnLwnnLmfIh-nuLUDT3PMB-ffHKcRI83E8TCE0VFMPO03fcbJ8Xni9jVkPPdbnM_ZmbdDoovTXLKnu9sfq4di_e3-cXWzLrBWYi60lqKRglrUeoMi7yrXtL5CDaSk7RpHG2l9CwocegTfSi1rdJ1yoLHt6iX7cry7i9PzntJstiEhDYMdadonU2mptdIqg_IIYpxSiuTNLoatjQcjwLzLM735K8-8yzMgTJaXg1enBpvQDj7aEUP6l5aNAFW1mbs-cpTffQkUTcJAI5ILMSsybgr_q3oD0UOJVg</recordid><startdate>20050401</startdate><enddate>20050401</enddate><creator>Elfahal, M.M.</creator><creator>Krauthammer, T.</creator><creator>Ohno, T.</creator><creator>Beppu, M.</creator><creator>Mindess, S.</creator><general>Elsevier Ltd</general><general>Elsevier Science</general><scope>IQODW</scope><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>20050401</creationdate><title>Size effect for normal strength concrete cylinders subjected to axial impact</title><author>Elfahal, M.M. ; Krauthammer, T. ; Ohno, T. ; Beppu, M. ; Mindess, S.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c371t-9961461e5c99bc13712d45f2c90e76a84deb6af5070dcfc0f56963cd87d09c583</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2005</creationdate><topic>Concrete</topic><topic>Exact sciences and technology</topic><topic>Fracture mechanics (crack, fatigue, damage...)</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Impact</topic><topic>Loading rate</topic><topic>Physics</topic><topic>Size effect</topic><topic>Solid mechanics</topic><topic>Structural and continuum mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Elfahal, M.M.</creatorcontrib><creatorcontrib>Krauthammer, T.</creatorcontrib><creatorcontrib>Ohno, T.</creatorcontrib><creatorcontrib>Beppu, M.</creatorcontrib><creatorcontrib>Mindess, S.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical & 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>Elfahal, M.M.</au><au>Krauthammer, T.</au><au>Ohno, T.</au><au>Beppu, M.</au><au>Mindess, S.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Size effect for normal strength concrete cylinders subjected to axial impact</atitle><jtitle>International journal of impact engineering</jtitle><date>2005-04-01</date><risdate>2005</risdate><volume>31</volume><issue>4</issue><spage>461</spage><epage>481</epage><pages>461-481</pages><issn>0734-743X</issn><eissn>1879-3509</eissn><coden>IJIED4</coden><abstract>This paper describes a multi-national collaborative study that included both numerical and experimental efforts carried out on geometrically similar normal strength concrete (NSC) cylinders of different sizes subjected to axial impact. 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| source | Access via ScienceDirect (Elsevier) |
| subjects | Concrete Exact sciences and technology Fracture mechanics (crack, fatigue, damage...) Fundamental areas of phenomenology (including applications) Impact Loading rate Physics Size effect Solid mechanics Structural and continuum mechanics |
| title | Size effect for normal strength concrete cylinders subjected to axial impact |
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