Effect of ferrocement confinement on behavior of concrete
In this study, the use of ferrocement as an external confinement to concrete specimens is investigated. The effectiveness of confinement is achieved by comparing the behavior of retrofitted specimens with that of conventional specimens. The primary test variable considered in this study is the concr...
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Veröffentlicht in: | Construction & building materials 2009-03, Vol.23 (3), p.1218-1222 |
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creator | Kondraivendhan, B. Pradhan, Bulu |
description | In this study, the use of ferrocement as an external confinement to concrete specimens is investigated. The effectiveness of confinement is achieved by comparing the behavior of retrofitted specimens with that of conventional specimens. The primary test variable considered in this study is the concrete compressive strength. All the other parameters, such as size, shape, number of layers of wire mesh, and
L/
d ratio of the specimens, were kept constant. The sections chosen are circular cylinders with a size of 150
mm
×
300
mm and
L/
d ratio of 6:1. The test results showed that the confined concrete specimens can enhance the ultimate concrete compressive strengths and failure strains. |
doi_str_mv | 10.1016/j.conbuildmat.2008.08.004 |
format | Article |
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L/
d ratio of the specimens, were kept constant. The sections chosen are circular cylinders with a size of 150
mm
×
300
mm and
L/
d ratio of 6:1. The test results showed that the confined concrete specimens can enhance the ultimate concrete compressive strengths and failure strains.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2008.08.004</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Building materials industry ; Compressive strength ; Confinement ; Fatigue ; Fatigue testing machines ; Ferrocement ; Interferon ; Materials ; Plain cement concrete</subject><ispartof>Construction & building materials, 2009-03, Vol.23 (3), p.1218-1222</ispartof><rights>2008 Elsevier Ltd</rights><rights>COPYRIGHT 2009 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c466t-ca71851cb6289b3e8792f982d97cd60a4bde3af43da66096986add707ab8abe23</citedby><cites>FETCH-LOGICAL-c466t-ca71851cb6289b3e8792f982d97cd60a4bde3af43da66096986add707ab8abe23</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.conbuildmat.2008.08.004$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,777,781,3537,27905,27906,45976</link.rule.ids></links><search><creatorcontrib>Kondraivendhan, B.</creatorcontrib><creatorcontrib>Pradhan, Bulu</creatorcontrib><title>Effect of ferrocement confinement on behavior of concrete</title><title>Construction & building materials</title><description>In this study, the use of ferrocement as an external confinement to concrete specimens is investigated. The effectiveness of confinement is achieved by comparing the behavior of retrofitted specimens with that of conventional specimens. The primary test variable considered in this study is the concrete compressive strength. All the other parameters, such as size, shape, number of layers of wire mesh, and
L/
d ratio of the specimens, were kept constant. The sections chosen are circular cylinders with a size of 150
mm
×
300
mm and
L/
d ratio of 6:1. The test results showed that the confined concrete specimens can enhance the ultimate concrete compressive strengths and failure strains.</description><subject>Building materials industry</subject><subject>Compressive strength</subject><subject>Confinement</subject><subject>Fatigue</subject><subject>Fatigue testing machines</subject><subject>Ferrocement</subject><subject>Interferon</subject><subject>Materials</subject><subject>Plain cement concrete</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNkc1u3CAUhVHUSJmmeYfJpqvavWAbm2U0Sn-kSNmka4ThMsPIhgTskfL2xXIXE2kWFVeA4DtHcA8h9xRKCpR_P5Y6-H52gxnVVDKArlwK6iuyoV0rCmgY_0Q2IBoogNPuhnxO6QgAnHG2IeLRWtTTNtitxRiDxhH9tM2m1vl1H_y2x4M6uRAXLF_piBN-IddWDQnv_q235M-Px5fdr-Lp-efv3cNToWvOp0KrlnYN1T1nnegrzG9iVnTMiFYbDqruDVbK1pVRnIPgouPKmBZa1XeqR1bdkq-r72sMbzOmSY4uaRwG5THMSVZ1A01F6wwWK7hXA0rnbZii0nv0GNUQPFqXjx9YU9U1F8AzX17g8zA4On1R8O1M0M8pdyjlKbn9YUp7Naf0ERcrrmNIKaKVr9GNKr5LCnIJTx7lWXhyCU8uBctfdqsWc2dPDqNM2qHXaFzMcUkT3H-4_AUqX6g6</recordid><startdate>20090301</startdate><enddate>20090301</enddate><creator>Kondraivendhan, B.</creator><creator>Pradhan, Bulu</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope><scope>7QQ</scope><scope>7SR</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20090301</creationdate><title>Effect of ferrocement confinement on behavior of concrete</title><author>Kondraivendhan, B. ; Pradhan, Bulu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c466t-ca71851cb6289b3e8792f982d97cd60a4bde3af43da66096986add707ab8abe23</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Building materials industry</topic><topic>Compressive strength</topic><topic>Confinement</topic><topic>Fatigue</topic><topic>Fatigue testing machines</topic><topic>Ferrocement</topic><topic>Interferon</topic><topic>Materials</topic><topic>Plain cement concrete</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kondraivendhan, B.</creatorcontrib><creatorcontrib>Pradhan, Bulu</creatorcontrib><collection>CrossRef</collection><collection>Gale Business: Insights</collection><collection>Business Insights: Essentials</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kondraivendhan, B.</au><au>Pradhan, Bulu</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of ferrocement confinement on behavior of concrete</atitle><jtitle>Construction & building materials</jtitle><date>2009-03-01</date><risdate>2009</risdate><volume>23</volume><issue>3</issue><spage>1218</spage><epage>1222</epage><pages>1218-1222</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>In this study, the use of ferrocement as an external confinement to concrete specimens is investigated. The effectiveness of confinement is achieved by comparing the behavior of retrofitted specimens with that of conventional specimens. The primary test variable considered in this study is the concrete compressive strength. All the other parameters, such as size, shape, number of layers of wire mesh, and
L/
d ratio of the specimens, were kept constant. The sections chosen are circular cylinders with a size of 150
mm
×
300
mm and
L/
d ratio of 6:1. The test results showed that the confined concrete specimens can enhance the ultimate concrete compressive strengths and failure strains.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2008.08.004</doi><tpages>5</tpages></addata></record> |
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language | eng |
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source | Elsevier ScienceDirect Journals |
subjects | Building materials industry Compressive strength Confinement Fatigue Fatigue testing machines Ferrocement Interferon Materials Plain cement concrete |
title | Effect of ferrocement confinement on behavior of concrete |
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