Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments

Analyses of reinforced and prestressed concrete structures based on a smeared crack approach generally include a tension stiffening relationship to estimate the average concrete tensile stress after cracking. Many such equations have been developed over the years and show significant differences bet...

Full description

Saved in:
Bibliographic Details
Published in:Journal of structural engineering (New York, N.Y.) N.Y.), 2005-09, Vol.131 (9), p.1422-1425
Main Author: Bentz, Evan C
Format: Article
Language:English
Subjects:
TECHNICAL PAPERS
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-a355t-b81abbc74aa2995ea53c88451ec7f6c725429cb5e8f37d8ca4b55bd8cb6885073
cites cdi_FETCH-LOGICAL-a355t-b81abbc74aa2995ea53c88451ec7f6c725429cb5e8f37d8ca4b55bd8cb6885073
container_end_page 1425
container_issue 9
container_start_page 1422
container_title Journal of structural engineering (New York, N.Y.)
container_volume 131
creator Bentz, Evan C
description Analyses of reinforced and prestressed concrete structures based on a smeared crack approach generally include a tension stiffening relationship to estimate the average concrete tensile stress after cracking. Many such equations have been developed over the years and show significant differences between them. In this study, three of these equations are compared and it is shown that the variation between the equations can be explained by the different bond conditions of the specimens tested to calibrate the equations. An expression is proposed to quantify this effect and sample results are shown. Use of this relationship should allow more realistic estimates of crack width and stiffness at service loads to be obtained.
doi_str_mv 10.1061/(ASCE)0733-9445(2005)131:9(1422)
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_28618915</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>28618915</sourcerecordid><originalsourceid>FETCH-LOGICAL-a355t-b81abbc74aa2995ea53c88451ec7f6c725429cb5e8f37d8ca4b55bd8cb6885073</originalsourceid><addsrcrecordid>eNqFkEtPwzAQhC0EEqXwH3xC6SFgJ3ZiwwFVVXlI5SFaJG6W46xpqjQpdirBv8ehqFdOu4eZ2Z0PoYiSC0oyehmN55PpiORpGkvGeJQQwkc0pVcyoixJRgdoQCVLY87o-yEa7IXH6MT7FSEk51QM0NP0a1PrqqmaD9wtAb9WZVkDbi1eQOOrtsHzrrIWfgWPbQm1x7Z1eL4E7fCLbqDGIQJctYam86foyOraw9nfHKK32-lich_Pnu8eJuNZrFPOu7gQVBeFyZnWiZQcNE-NEIxTMLnNTJ5wlkhTcBA2zUthNCs4L8JSZELw0GWIzne5G9d-bsF3al15A3UdHmq3XiUio0JSHoQ3O6FxrfcOrNqEV7X7VpSoHqRSPUjV81E9H9WDVAGkkqoHGRKudwk6HFCrduua0Gxv_8f9A7d5eVE</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>28618915</pqid></control><display><type>article</type><title>Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments</title><source>ASCE_美国土木工程师学会期刊</source><creator>Bentz, Evan C</creator><creatorcontrib>Bentz, Evan C</creatorcontrib><description>Analyses of reinforced and prestressed concrete structures based on a smeared crack approach generally include a tension stiffening relationship to estimate the average concrete tensile stress after cracking. Many such equations have been developed over the years and show significant differences between them. In this study, three of these equations are compared and it is shown that the variation between the equations can be explained by the different bond conditions of the specimens tested to calibrate the equations. An expression is proposed to quantify this effect and sample results are shown. Use of this relationship should allow more realistic estimates of crack width and stiffness at service loads to be obtained.</description><identifier>ISSN: 0733-9445</identifier><identifier>EISSN: 1943-541X</identifier><identifier>DOI: 10.1061/(ASCE)0733-9445(2005)131:9(1422)</identifier><language>eng</language><publisher>American Society of Civil Engineers</publisher><subject>TECHNICAL PAPERS</subject><ispartof>Journal of structural engineering (New York, N.Y.), 2005-09, Vol.131 (9), p.1422-1425</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a355t-b81abbc74aa2995ea53c88451ec7f6c725429cb5e8f37d8ca4b55bd8cb6885073</citedby><cites>FETCH-LOGICAL-a355t-b81abbc74aa2995ea53c88451ec7f6c725429cb5e8f37d8ca4b55bd8cb6885073</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(2005)131:9(1422)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9445(2005)131:9(1422)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,3239,10049,27901,27902,75934,75942</link.rule.ids></links><search><creatorcontrib>Bentz, Evan C</creatorcontrib><title>Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments</title><title>Journal of structural engineering (New York, N.Y.)</title><description>Analyses of reinforced and prestressed concrete structures based on a smeared crack approach generally include a tension stiffening relationship to estimate the average concrete tensile stress after cracking. Many such equations have been developed over the years and show significant differences between them. In this study, three of these equations are compared and it is shown that the variation between the equations can be explained by the different bond conditions of the specimens tested to calibrate the equations. An expression is proposed to quantify this effect and sample results are shown. Use of this relationship should allow more realistic estimates of crack width and stiffness at service loads to be obtained.</description><subject>TECHNICAL PAPERS</subject><issn>0733-9445</issn><issn>1943-541X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2005</creationdate><recordtype>article</recordtype><recordid>eNqFkEtPwzAQhC0EEqXwH3xC6SFgJ3ZiwwFVVXlI5SFaJG6W46xpqjQpdirBv8ehqFdOu4eZ2Z0PoYiSC0oyehmN55PpiORpGkvGeJQQwkc0pVcyoixJRgdoQCVLY87o-yEa7IXH6MT7FSEk51QM0NP0a1PrqqmaD9wtAb9WZVkDbi1eQOOrtsHzrrIWfgWPbQm1x7Z1eL4E7fCLbqDGIQJctYam86foyOraw9nfHKK32-lich_Pnu8eJuNZrFPOu7gQVBeFyZnWiZQcNE-NEIxTMLnNTJ5wlkhTcBA2zUthNCs4L8JSZELw0GWIzne5G9d-bsF3al15A3UdHmq3XiUio0JSHoQ3O6FxrfcOrNqEV7X7VpSoHqRSPUjV81E9H9WDVAGkkqoHGRKudwk6HFCrduua0Gxv_8f9A7d5eVE</recordid><startdate>200509</startdate><enddate>200509</enddate><creator>Bentz, Evan C</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>200509</creationdate><title>Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments</title><author>Bentz, Evan C</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a355t-b81abbc74aa2995ea53c88451ec7f6c725429cb5e8f37d8ca4b55bd8cb6885073</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2005</creationdate><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bentz, Evan C</creatorcontrib><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology &amp; Engineering</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts – Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bentz, Evan C</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments</atitle><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle><date>2005-09</date><risdate>2005</risdate><volume>131</volume><issue>9</issue><spage>1422</spage><epage>1425</epage><pages>1422-1425</pages><issn>0733-9445</issn><eissn>1943-541X</eissn><abstract>Analyses of reinforced and prestressed concrete structures based on a smeared crack approach generally include a tension stiffening relationship to estimate the average concrete tensile stress after cracking. Many such equations have been developed over the years and show significant differences between them. In this study, three of these equations are compared and it is shown that the variation between the equations can be explained by the different bond conditions of the specimens tested to calibrate the equations. An expression is proposed to quantify this effect and sample results are shown. Use of this relationship should allow more realistic estimates of crack width and stiffness at service loads to be obtained.</abstract><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9445(2005)131:9(1422)</doi><tpages>4</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0733-9445
ispartof Journal of structural engineering (New York, N.Y.), 2005-09, Vol.131 (9), p.1422-1425
issn 0733-9445
1943-541X
language eng
recordid cdi_proquest_miscellaneous_28618915
source ASCE_美国土木工程师学会期刊
subjects TECHNICAL PAPERS
title Explaining the Riddle of Tension Stiffening Models for Shear Panel Experiments
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-02T10%3A45%3A23IST&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=Explaining%20the%20Riddle%20of%20Tension%20Stiffening%20Models%20for%20Shear%20Panel%20Experiments&rft.jtitle=Journal%20of%20structural%20engineering%20(New%20York,%20N.Y.)&rft.au=Bentz,%20Evan%20C&rft.date=2005-09&rft.volume=131&rft.issue=9&rft.spage=1422&rft.epage=1425&rft.pages=1422-1425&rft.issn=0733-9445&rft.eissn=1943-541X&rft_id=info:doi/10.1061/(ASCE)0733-9445(2005)131:9(1422)&rft_dat=%3Cproquest_cross%3E28618915%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a355t-b81abbc74aa2995ea53c88451ec7f6c725429cb5e8f37d8ca4b55bd8cb6885073%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=28618915&rft_id=info:pmid/&rfr_iscdi=true