Impact strength of metakaolin ferrocement
In this study, the impact performance of ferrocement with metakaolin was investigated to explore potential uses of both ferrocement and metakaolin in construction industry. A series of ferrocement specimens were cast with varying number of mesh layers and with varying metakaolin percentages. The spe...
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| Veröffentlicht in: | Materials and structures 2016, Vol.49 (1-2), p.5-15 |
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| creator | Yerramala, Amarnath Rama Chandurdu, C. Bhaskar Desai, V. |
| description | In this study, the impact performance of ferrocement with metakaolin was investigated to explore potential uses of both ferrocement and metakaolin in construction industry. A series of ferrocement specimens were cast with varying number of mesh layers and with varying metakaolin percentages. The specimens were normal water-cured for 180 days. The effect of metakaolin percentage (5–25 %); curing period (7, 28, 90 and 180 days); and number of mesh layers (one, three and five) on impact strength was investigated. The results show that, 10 % metakaolin is the optimum content to obtain maximum impact strength. Up to 15 % metakaolin replacement the strengths are higher than control ferrocement at all curing ages and for all the mesh layers. The results further indicated that metakaolin replacements equal and higher than 20 % yields lower strengths than control ferrocement for all the mesh layers. |
| doi_str_mv | 10.1617/s11527-014-0469-2 |
| format | Article |
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A series of ferrocement specimens were cast with varying number of mesh layers and with varying metakaolin percentages. The specimens were normal water-cured for 180 days. The effect of metakaolin percentage (5–25 %); curing period (7, 28, 90 and 180 days); and number of mesh layers (one, three and five) on impact strength was investigated. The results show that, 10 % metakaolin is the optimum content to obtain maximum impact strength. Up to 15 % metakaolin replacement the strengths are higher than control ferrocement at all curing ages and for all the mesh layers. The results further indicated that metakaolin replacements equal and higher than 20 % yields lower strengths than control ferrocement for all the mesh layers.</description><identifier>ISSN: 1359-5997</identifier><identifier>EISSN: 1871-6873</identifier><identifier>DOI: 10.1617/s11527-014-0469-2</identifier><language>eng</language><publisher>Dordrecht: Springer Netherlands</publisher><subject>Age ; Building construction ; Building Materials ; Civil Engineering ; Construction industry ; Curing ; Engineering ; Ferrocements ; Impact strength ; Machines ; Manufacturing ; Materials Science ; Optimization ; Original Article ; Processes ; Solid Mechanics ; Strength ; Theoretical and Applied Mechanics ; Yield strength</subject><ispartof>Materials and structures, 2016, Vol.49 (1-2), p.5-15</ispartof><rights>RILEM 2014</rights><rights>RILEM 2016</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c349t-c7733d151bc0dad0a031d4a93d654889cead194ff8066b8b080784881ff6cae73</citedby><cites>FETCH-LOGICAL-c349t-c7733d151bc0dad0a031d4a93d654889cead194ff8066b8b080784881ff6cae73</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1617/s11527-014-0469-2$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1617/s11527-014-0469-2$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Yerramala, Amarnath</creatorcontrib><creatorcontrib>Rama Chandurdu, C.</creatorcontrib><creatorcontrib>Bhaskar Desai, V.</creatorcontrib><title>Impact strength of metakaolin ferrocement</title><title>Materials and structures</title><addtitle>Mater Struct</addtitle><description>In this study, the impact performance of ferrocement with metakaolin was investigated to explore potential uses of both ferrocement and metakaolin in construction industry. A series of ferrocement specimens were cast with varying number of mesh layers and with varying metakaolin percentages. The specimens were normal water-cured for 180 days. The effect of metakaolin percentage (5–25 %); curing period (7, 28, 90 and 180 days); and number of mesh layers (one, three and five) on impact strength was investigated. The results show that, 10 % metakaolin is the optimum content to obtain maximum impact strength. Up to 15 % metakaolin replacement the strengths are higher than control ferrocement at all curing ages and for all the mesh layers. The results further indicated that metakaolin replacements equal and higher than 20 % yields lower strengths than control ferrocement for all the mesh layers.</description><subject>Age</subject><subject>Building construction</subject><subject>Building Materials</subject><subject>Civil Engineering</subject><subject>Construction industry</subject><subject>Curing</subject><subject>Engineering</subject><subject>Ferrocements</subject><subject>Impact strength</subject><subject>Machines</subject><subject>Manufacturing</subject><subject>Materials Science</subject><subject>Optimization</subject><subject>Original Article</subject><subject>Processes</subject><subject>Solid Mechanics</subject><subject>Strength</subject><subject>Theoretical and Applied Mechanics</subject><subject>Yield strength</subject><issn>1359-5997</issn><issn>1871-6873</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNp1kE1LAzEQhoMoWKs_wNuCFz1EM5vvoxQ_CgUveg7ZbFJbdzc12R7896asBxE8zcA878vwIHQJ5BYEyLsMwGuJCTBMmNC4PkIzUBKwUJIel51yjbnW8hSd5bwlhGqAeoZulv3OurHKY_LDenyvYqh6P9oPG7vNUAWfUnS-98N4jk6C7bK_-Jlz9Pb48Lp4xquXp-XifoUdZXrETkpKW-DQONLallhCoWVW01ZwppR23ragWQiKCNGohigiVTlACMJZL-kcXU-9uxQ_9z6Ppt9k57vODj7uswGpRE24YLSgV3_QbdynoXxXKF4D14ofCmGiXIo5Jx_MLm16m74MEHOQZyZ5psgzB3mmLpl6yuTCDmuffjX_G_oGNWhwBg</recordid><startdate>2016</startdate><enddate>2016</enddate><creator>Yerramala, Amarnath</creator><creator>Rama Chandurdu, C.</creator><creator>Bhaskar Desai, V.</creator><general>Springer Netherlands</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>D1I</scope><scope>DWQXO</scope><scope>FR3</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KB.</scope><scope>KR7</scope><scope>PDBOC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope></search><sort><creationdate>2016</creationdate><title>Impact strength of metakaolin ferrocement</title><author>Yerramala, Amarnath ; Rama Chandurdu, C. ; Bhaskar Desai, V.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c349t-c7733d151bc0dad0a031d4a93d654889cead194ff8066b8b080784881ff6cae73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Age</topic><topic>Building construction</topic><topic>Building Materials</topic><topic>Civil Engineering</topic><topic>Construction industry</topic><topic>Curing</topic><topic>Engineering</topic><topic>Ferrocements</topic><topic>Impact strength</topic><topic>Machines</topic><topic>Manufacturing</topic><topic>Materials Science</topic><topic>Optimization</topic><topic>Original Article</topic><topic>Processes</topic><topic>Solid Mechanics</topic><topic>Strength</topic><topic>Theoretical and Applied Mechanics</topic><topic>Yield strength</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yerramala, Amarnath</creatorcontrib><creatorcontrib>Rama Chandurdu, C.</creatorcontrib><creatorcontrib>Bhaskar Desai, V.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Materials Science Collection</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Materials Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>Materials Science Collection</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><jtitle>Materials and structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yerramala, Amarnath</au><au>Rama Chandurdu, C.</au><au>Bhaskar Desai, V.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Impact strength of metakaolin ferrocement</atitle><jtitle>Materials and structures</jtitle><stitle>Mater Struct</stitle><date>2016</date><risdate>2016</risdate><volume>49</volume><issue>1-2</issue><spage>5</spage><epage>15</epage><pages>5-15</pages><issn>1359-5997</issn><eissn>1871-6873</eissn><abstract>In this study, the impact performance of ferrocement with metakaolin was investigated to explore potential uses of both ferrocement and metakaolin in construction industry. A series of ferrocement specimens were cast with varying number of mesh layers and with varying metakaolin percentages. The specimens were normal water-cured for 180 days. The effect of metakaolin percentage (5–25 %); curing period (7, 28, 90 and 180 days); and number of mesh layers (one, three and five) on impact strength was investigated. The results show that, 10 % metakaolin is the optimum content to obtain maximum impact strength. Up to 15 % metakaolin replacement the strengths are higher than control ferrocement at all curing ages and for all the mesh layers. The results further indicated that metakaolin replacements equal and higher than 20 % yields lower strengths than control ferrocement for all the mesh layers.</abstract><cop>Dordrecht</cop><pub>Springer Netherlands</pub><doi>10.1617/s11527-014-0469-2</doi><tpages>11</tpages></addata></record> |
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| subjects | Age Building construction Building Materials Civil Engineering Construction industry Curing Engineering Ferrocements Impact strength Machines Manufacturing Materials Science Optimization Original Article Processes Solid Mechanics Strength Theoretical and Applied Mechanics Yield strength |
| title | Impact strength of metakaolin ferrocement |
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