Inelastic Behavior of Continuous Prestressed Concrete Beams

The role of secondary moments and amount of stress redistribution at various stages of loading up to the collapse of continuous prestressed concrete beams is investigated. The related questions arising from contradictory experimental evidence and standard recommendations are examined within the cont...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of structural engineering (New York, N.Y.) N.Y.), 1983-10, Vol.109 (10), p.2292-2309
Hauptverfasser: Cohn, M. Z, Frostig, Y
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 2309
container_issue 10
container_start_page 2292
container_title Journal of structural engineering (New York, N.Y.)
container_volume 109
creator Cohn, M. Z
Frostig, Y
description The role of secondary moments and amount of stress redistribution at various stages of loading up to the collapse of continuous prestressed concrete beams is investigated. The related questions arising from contradictory experimental evidence and standard recommendations are examined within the context of the usual engineering assumptions accepted by the American and European Codes of practice. Both direct and incremental techniques are used for the analysis of the hyperstatic response at specified levels beyond the elastic limit, and throughout the entire loading history. A continuous beam with three unequal spans and three potential plastic hinges is used to develop the theoretical concepts and to illustrate their practical application.
doi_str_mv 10.1061/(ASCE)0733-9445(1983)109:10(2292)
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_23263847</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>23263847</sourcerecordid><originalsourceid>FETCH-LOGICAL-a415t-f27aed4ed63ae2ba934d2441c2b0abb24d881efe98d1dd9d33c15a64e9c7be673</originalsourceid><addsrcrecordid>eNqFkE1LAzEURYMoWKv_oQuRdjGar_mIbqy1WqWoUAVxEzLJG5wynanJVPDfm7S1WxfhkbzDzeUgNCD4nOCEXPSHs9F4gFPGIsF53CciY34pLgnuUyroYA91iOAsijl530edHXmIjpybY4zTmGQddPVQQ6VcW-reDXyq77KxvabojZq6LetVs3K9Fwuu9ceBCc_aQgueVQt3jA4KVTk42c4uersbv44m0fT5_mE0nEaKk7iNCpoqMBxMwhTQXAnGDeWcaJpjleeUmywjUIDIDDFGGMY0iVXCQeg0hyRlXXS2yV3a5mvl28hF6TRUlarBN5SU0YRlPIDXG1DbxjkLhVzacqHsjyRYBm1SBm0yyJBBhgza_EYEIGjzEafbv5TTqiqsqnXpdjmC05hS7rGPDeYpkPNmZWtvQD7Oxk-3Ey_XR-L1wDjE4vXlr8R_HX4BCAGHFw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>23263847</pqid></control><display><type>article</type><title>Inelastic Behavior of Continuous Prestressed Concrete Beams</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Cohn, M. Z ; Frostig, Y</creator><creatorcontrib>Cohn, M. Z ; Frostig, Y</creatorcontrib><description>The role of secondary moments and amount of stress redistribution at various stages of loading up to the collapse of continuous prestressed concrete beams is investigated. The related questions arising from contradictory experimental evidence and standard recommendations are examined within the context of the usual engineering assumptions accepted by the American and European Codes of practice. Both direct and incremental techniques are used for the analysis of the hyperstatic response at specified levels beyond the elastic limit, and throughout the entire loading history. A continuous beam with three unequal spans and three potential plastic hinges is used to develop the theoretical concepts and to illustrate their practical application.</description><identifier>ISSN: 0733-9445</identifier><identifier>EISSN: 1943-541X</identifier><identifier>DOI: 10.1061/(ASCE)0733-9445(1983)109:10(2292)</identifier><identifier>CODEN: JSENDH</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; Exact sciences and technology ; Strength of materials (elasticity, plasticity, buckling, etc.) ; Structural analysis. Stresses ; TECHNICAL PAPERS</subject><ispartof>Journal of structural engineering (New York, N.Y.), 1983-10, Vol.109 (10), p.2292-2309</ispartof><rights>Copyright © 1983 ASCE</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a415t-f27aed4ed63ae2ba934d2441c2b0abb24d881efe98d1dd9d33c15a64e9c7be673</citedby><cites>FETCH-LOGICAL-a415t-f27aed4ed63ae2ba934d2441c2b0abb24d881efe98d1dd9d33c15a64e9c7be673</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9445(1983)109:10(2292)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9445(1983)109:10(2292)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,778,782,27911,27912,75950,75958</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=9425224$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Cohn, M. Z</creatorcontrib><creatorcontrib>Frostig, Y</creatorcontrib><title>Inelastic Behavior of Continuous Prestressed Concrete Beams</title><title>Journal of structural engineering (New York, N.Y.)</title><description>The role of secondary moments and amount of stress redistribution at various stages of loading up to the collapse of continuous prestressed concrete beams is investigated. The related questions arising from contradictory experimental evidence and standard recommendations are examined within the context of the usual engineering assumptions accepted by the American and European Codes of practice. Both direct and incremental techniques are used for the analysis of the hyperstatic response at specified levels beyond the elastic limit, and throughout the entire loading history. A continuous beam with three unequal spans and three potential plastic hinges is used to develop the theoretical concepts and to illustrate their practical application.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>Strength of materials (elasticity, plasticity, buckling, etc.)</subject><subject>Structural analysis. Stresses</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9445</issn><issn>1943-541X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1983</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LAzEURYMoWKv_oQuRdjGar_mIbqy1WqWoUAVxEzLJG5wynanJVPDfm7S1WxfhkbzDzeUgNCD4nOCEXPSHs9F4gFPGIsF53CciY34pLgnuUyroYA91iOAsijl530edHXmIjpybY4zTmGQddPVQQ6VcW-reDXyq77KxvabojZq6LetVs3K9Fwuu9ceBCc_aQgueVQt3jA4KVTk42c4uersbv44m0fT5_mE0nEaKk7iNCpoqMBxMwhTQXAnGDeWcaJpjleeUmywjUIDIDDFGGMY0iVXCQeg0hyRlXXS2yV3a5mvl28hF6TRUlarBN5SU0YRlPIDXG1DbxjkLhVzacqHsjyRYBm1SBm0yyJBBhgza_EYEIGjzEafbv5TTqiqsqnXpdjmC05hS7rGPDeYpkPNmZWtvQD7Oxk-3Ey_XR-L1wDjE4vXlr8R_HX4BCAGHFw</recordid><startdate>19831001</startdate><enddate>19831001</enddate><creator>Cohn, M. Z</creator><creator>Frostig, Y</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>19831001</creationdate><title>Inelastic Behavior of Continuous Prestressed Concrete Beams</title><author>Cohn, M. Z ; Frostig, Y</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a415t-f27aed4ed63ae2ba934d2441c2b0abb24d881efe98d1dd9d33c15a64e9c7be673</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1983</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Exact sciences and technology</topic><topic>Strength of materials (elasticity, plasticity, buckling, etc.)</topic><topic>Structural analysis. Stresses</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Cohn, M. Z</creatorcontrib><creatorcontrib>Frostig, Y</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Cohn, M. Z</au><au>Frostig, Y</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Inelastic Behavior of Continuous Prestressed Concrete Beams</atitle><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle><date>1983-10-01</date><risdate>1983</risdate><volume>109</volume><issue>10</issue><spage>2292</spage><epage>2309</epage><pages>2292-2309</pages><issn>0733-9445</issn><eissn>1943-541X</eissn><coden>JSENDH</coden><abstract>The role of secondary moments and amount of stress redistribution at various stages of loading up to the collapse of continuous prestressed concrete beams is investigated. The related questions arising from contradictory experimental evidence and standard recommendations are examined within the context of the usual engineering assumptions accepted by the American and European Codes of practice. Both direct and incremental techniques are used for the analysis of the hyperstatic response at specified levels beyond the elastic limit, and throughout the entire loading history. A continuous beam with three unequal spans and three potential plastic hinges is used to develop the theoretical concepts and to illustrate their practical application.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9445(1983)109:10(2292)</doi><tpages>18</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0733-9445
ispartof Journal of structural engineering (New York, N.Y.), 1983-10, Vol.109 (10), p.2292-2309
issn 0733-9445
1943-541X
language eng
recordid cdi_proquest_miscellaneous_23263847
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects Applied sciences
Buildings. Public works
Exact sciences and technology
Strength of materials (elasticity, plasticity, buckling, etc.)
Structural analysis. Stresses
TECHNICAL PAPERS
title Inelastic Behavior of Continuous Prestressed Concrete Beams
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-15T12%3A10%3A26IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Inelastic%20Behavior%20of%20Continuous%20Prestressed%20Concrete%20Beams&rft.jtitle=Journal%20of%20structural%20engineering%20(New%20York,%20N.Y.)&rft.au=Cohn,%20M.%20Z&rft.date=1983-10-01&rft.volume=109&rft.issue=10&rft.spage=2292&rft.epage=2309&rft.pages=2292-2309&rft.issn=0733-9445&rft.eissn=1943-541X&rft.coden=JSENDH&rft_id=info:doi/10.1061/(ASCE)0733-9445(1983)109:10(2292)&rft_dat=%3Cproquest_cross%3E23263847%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=23263847&rft_id=info:pmid/&rfr_iscdi=true