A graphical solution for predicting the increase in strength of concrete slabs due to membrane action
Synopsis A simple graphical procedure for determining the effect of membrane action upon the load capacity of a rigid-perfectly-plastic reinforced concrete slab is presented. The load-enhancement-deflection curve is derived by asimple reflection of the yield criterion curve for the concrete section...
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| Veröffentlicht in: | Magazine of concrete research 1983-09, Vol.35 (124), p.151-156 |
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| Hauptverfasser: | , |
| Format: | Artikel |
| Sprache: | eng |
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| container_end_page | 156 |
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| container_issue | 124 |
| container_start_page | 151 |
| container_title | Magazine of concrete research |
| container_volume | 35 |
| creator | EYRE, J. R KEMP, K. O |
| description | Synopsis
A simple graphical procedure for determining the effect of membrane action upon the load capacity of a rigid-perfectly-plastic reinforced concrete slab is presented. The load-enhancement-deflection curve is derived by asimple reflection of the yield criterion curve for the concrete section under axial force and moment. The method provides an immediate understandingof the effect of section design upon the load enhancement to be expected from membrane action. |
| doi_str_mv | 10.1680/macr.1983.35.124.151 |
| format | Article |
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A simple graphical procedure for determining the effect of membrane action upon the load capacity of a rigid-perfectly-plastic reinforced concrete slab is presented. The load-enhancement-deflection curve is derived by asimple reflection of the yield criterion curve for the concrete section under axial force and moment. The method provides an immediate understandingof the effect of section design upon the load enhancement to be expected from membrane action.</description><identifier>ISSN: 0024-9831</identifier><identifier>EISSN: 1751-763X</identifier><identifier>DOI: 10.1680/macr.1983.35.124.151</identifier><identifier>CODEN: MCORAV</identifier><language>eng</language><publisher>London: Telford</publisher><subject>Applied sciences ; Building structure ; Buildings. Public works ; Concretes. Mortars. Grouts ; Construction (buildings and works) ; Exact sciences and technology ; Materials ; Reinforced concrete ; Reinforced concrete structure</subject><ispartof>Magazine of concrete research, 1983-09, Vol.35 (124), p.151-156</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c309t-c9577542ce1003014888ad73c971c84d94d0b34b3b7774465dcf8a4f9e13b1a63</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,777,781,27905,27906</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=9502357$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>EYRE, J. R</creatorcontrib><creatorcontrib>KEMP, K. O</creatorcontrib><title>A graphical solution for predicting the increase in strength of concrete slabs due to membrane action</title><title>Magazine of concrete research</title><description>Synopsis
A simple graphical procedure for determining the effect of membrane action upon the load capacity of a rigid-perfectly-plastic reinforced concrete slab is presented. The load-enhancement-deflection curve is derived by asimple reflection of the yield criterion curve for the concrete section under axial force and moment. The method provides an immediate understandingof the effect of section design upon the load enhancement to be expected from membrane action.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Concretes. Mortars. Grouts</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>Materials</subject><subject>Reinforced concrete</subject><subject>Reinforced concrete structure</subject><issn>0024-9831</issn><issn>1751-763X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1983</creationdate><recordtype>article</recordtype><recordid>eNo9kE9LxDAQxYMouK5-Aw85iLfWTJM0zXFZ_AcLXhS8hTRNdyNtsybpwW9vyoqnmWHee8z8ELoFUkLdkIdRm1CCbGhJeQkVK4HDGVqB4FCImn6eoxUhFSuyAi7RVYxfeQROYIXsBu-DPh6c0QOOfpiT8xPufcDHYDtnkpv2OB0sdpMJVselwTEFO-3TAfseG78sksVx0G3E3Wxx8ni0Yxv0ZLE2S-A1uuj1EO3NX12jj6fH9-1LsXt7ft1udoWhRKbCSC4EZ5WxQAglwJqm0Z2gRgowDesk60hLWUtbIQRjNe9M32jWSwu0BV3TNbo_5R6D_55tTGp00dhhyKf4OaqKgmRVxbOQnYQm-BiD7dUxuFGHHwVELUzVwlQtTBXlKjNVmWm23f3l65iB9flF4-K_V3JSUS7oL2lNeIw</recordid><startdate>19830901</startdate><enddate>19830901</enddate><creator>EYRE, J. R</creator><creator>KEMP, K. O</creator><general>Telford</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope></search><sort><creationdate>19830901</creationdate><title>A graphical solution for predicting the increase in strength of concrete slabs due to membrane action</title><author>EYRE, J. R ; KEMP, K. O</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c309t-c9577542ce1003014888ad73c971c84d94d0b34b3b7774465dcf8a4f9e13b1a63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1983</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Concretes. Mortars. Grouts</topic><topic>Construction (buildings and works)</topic><topic>Exact sciences and technology</topic><topic>Materials</topic><topic>Reinforced concrete</topic><topic>Reinforced concrete structure</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>EYRE, J. R</creatorcontrib><creatorcontrib>KEMP, K. O</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><jtitle>Magazine of concrete research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>EYRE, J. R</au><au>KEMP, K. O</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A graphical solution for predicting the increase in strength of concrete slabs due to membrane action</atitle><jtitle>Magazine of concrete research</jtitle><date>1983-09-01</date><risdate>1983</risdate><volume>35</volume><issue>124</issue><spage>151</spage><epage>156</epage><pages>151-156</pages><issn>0024-9831</issn><eissn>1751-763X</eissn><coden>MCORAV</coden><abstract>Synopsis
A simple graphical procedure for determining the effect of membrane action upon the load capacity of a rigid-perfectly-plastic reinforced concrete slab is presented. The load-enhancement-deflection curve is derived by asimple reflection of the yield criterion curve for the concrete section under axial force and moment. The method provides an immediate understandingof the effect of section design upon the load enhancement to be expected from membrane action.</abstract><cop>London</cop><pub>Telford</pub><doi>10.1680/macr.1983.35.124.151</doi><tpages>6</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0024-9831 |
| ispartof | Magazine of concrete research, 1983-09, Vol.35 (124), p.151-156 |
| issn | 0024-9831 1751-763X |
| language | eng |
| recordid | cdi_proquest_miscellaneous_23194225 |
| source | ICE (Institution of Civil Engineers) |
| subjects | Applied sciences Building structure Buildings. Public works Concretes. Mortars. Grouts Construction (buildings and works) Exact sciences and technology Materials Reinforced concrete Reinforced concrete structure |
| title | A graphical solution for predicting the increase in strength of concrete slabs due to membrane action |
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