Effect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete

Effect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete

Stay-in-place formwork is an attractive alternative to traditional formwork (steel or wood) and is known to improve constructability and produce a more durable final product. In the work presented, the effect of a patented polyvinyl chloride (PVC) stay-in-place forming system on the mechanical perfo...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of materials in civil engineering 2009-07, Vol.21 (7), p.309-315
Hauptverfasser: Kuder, Katherine G, Gupta, Rishi, Harris-Jones, Corinne, Hawksworth, Richard, Henderson, Sean, Whitney, Jason
Format: Artikel
Sprache:eng
Schlagworte:
Applied sciences
Building structure
Buildings. Public works
Construction (buildings and works)
Construction works
Exact sciences and technology
Formworks
Reinforced concrete structure
TECHNICAL PAPERS
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 315
container_issue 7
container_start_page 309
container_title Journal of materials in civil engineering
container_volume 21
creator Kuder, Katherine G
Gupta, Rishi
Harris-Jones, Corinne
Hawksworth, Richard
Henderson, Sean
Whitney, Jason
description Stay-in-place formwork is an attractive alternative to traditional formwork (steel or wood) and is known to improve constructability and produce a more durable final product. In the work presented, the effect of a patented polyvinyl chloride (PVC) stay-in-place forming system on the mechanical performance of concrete that it encases is examined. The compressive and flexural performance of the system are investigated. The results indicate that the PVC encasement enhances both compressive and flexural performance. Compressive strength is increased by the confining action of the PVC and flexural performance is improved due to the increased tensile capacity of the sections under flexural loading.
doi_str_mv 10.1061/(ASCE)0899-1561(2009)21:7(309)
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_34747875</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>34747875</sourcerecordid><originalsourceid>FETCH-LOGICAL-a379t-cf95ca1fd4b2ea16a741bfb61adfe13540da7ad9e801683eba3210b9dd7771823</originalsourceid><addsrcrecordid>eNp9kF1LwzAUhoMoOD_-Q2-UeVHNaZqmEbyQsulEceDHbThNE9zsmpl0iP_elMkuvcqBPOe8vA8h50AvgRZwNb59qSYXtJQyBV7AOKNUXmRwLcYsDntkBDJnKeeM7ZPRDjskRyEsKaWM5nREHibWGt0nzibz9yp56fEnnXXpvEVtkqnzq2_nPxPXJU9Gf2C30Ngmc-Nt_MEuInGvcp32pjcn5MBiG8zp33tM3qaT1-o-fXy-m1W3jykyIftUW8k1gm3yOjMIBYocalsXgI01wHhOGxTYSFNSKEpmamQZ0Fo2jRACyowdk_Pt3bV3XxsTerVaBG3aFjvjNkGxXOSiFDyCN1tQexeCN1at_WKF_kcBVYNCpQaFanCjBjdqUKgyUEJFhXH_7C8IQ-xtfWy8CLsjGYis4HzIkVsuYkYt3cZ3sf8u5N-MX5c8gpQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>34747875</pqid></control><display><type>article</type><title>Effect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Kuder, Katherine G ; Gupta, Rishi ; Harris-Jones, Corinne ; Hawksworth, Richard ; Henderson, Sean ; Whitney, Jason</creator><creatorcontrib>Kuder, Katherine G ; Gupta, Rishi ; Harris-Jones, Corinne ; Hawksworth, Richard ; Henderson, Sean ; Whitney, Jason</creatorcontrib><description>Stay-in-place formwork is an attractive alternative to traditional formwork (steel or wood) and is known to improve constructability and produce a more durable final product. In the work presented, the effect of a patented polyvinyl chloride (PVC) stay-in-place forming system on the mechanical performance of concrete that it encases is examined. The compressive and flexural performance of the system are investigated. The results indicate that the PVC encasement enhances both compressive and flexural performance. Compressive strength is increased by the confining action of the PVC and flexural performance is improved due to the increased tensile capacity of the sections under flexural loading.</description><identifier>ISSN: 0899-1561</identifier><identifier>EISSN: 1943-5533</identifier><identifier>DOI: 10.1061/(ASCE)0899-1561(2009)21:7(309)</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Building structure ; Buildings. Public works ; Construction (buildings and works) ; Construction works ; Exact sciences and technology ; Formworks ; Reinforced concrete structure ; TECHNICAL PAPERS</subject><ispartof>Journal of materials in civil engineering, 2009-07, Vol.21 (7), p.309-315</ispartof><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a379t-cf95ca1fd4b2ea16a741bfb61adfe13540da7ad9e801683eba3210b9dd7771823</citedby><cites>FETCH-LOGICAL-a379t-cf95ca1fd4b2ea16a741bfb61adfe13540da7ad9e801683eba3210b9dd7771823</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)0899-1561(2009)21:7(309)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0899-1561(2009)21:7(309)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27903,27904,75939,75947</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&amp;idt=21726555$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Kuder, Katherine G</creatorcontrib><creatorcontrib>Gupta, Rishi</creatorcontrib><creatorcontrib>Harris-Jones, Corinne</creatorcontrib><creatorcontrib>Hawksworth, Richard</creatorcontrib><creatorcontrib>Henderson, Sean</creatorcontrib><creatorcontrib>Whitney, Jason</creatorcontrib><title>Effect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete</title><title>Journal of materials in civil engineering</title><description>Stay-in-place formwork is an attractive alternative to traditional formwork (steel or wood) and is known to improve constructability and produce a more durable final product. In the work presented, the effect of a patented polyvinyl chloride (PVC) stay-in-place forming system on the mechanical performance of concrete that it encases is examined. The compressive and flexural performance of the system are investigated. The results indicate that the PVC encasement enhances both compressive and flexural performance. Compressive strength is increased by the confining action of the PVC and flexural performance is improved due to the increased tensile capacity of the sections under flexural loading.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Construction (buildings and works)</subject><subject>Construction works</subject><subject>Exact sciences and technology</subject><subject>Formworks</subject><subject>Reinforced concrete structure</subject><subject>TECHNICAL PAPERS</subject><issn>0899-1561</issn><issn>1943-5533</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNp9kF1LwzAUhoMoOD_-Q2-UeVHNaZqmEbyQsulEceDHbThNE9zsmpl0iP_elMkuvcqBPOe8vA8h50AvgRZwNb59qSYXtJQyBV7AOKNUXmRwLcYsDntkBDJnKeeM7ZPRDjskRyEsKaWM5nREHibWGt0nzibz9yp56fEnnXXpvEVtkqnzq2_nPxPXJU9Gf2C30Ngmc-Nt_MEuInGvcp32pjcn5MBiG8zp33tM3qaT1-o-fXy-m1W3jykyIftUW8k1gm3yOjMIBYocalsXgI01wHhOGxTYSFNSKEpmamQZ0Fo2jRACyowdk_Pt3bV3XxsTerVaBG3aFjvjNkGxXOSiFDyCN1tQexeCN1at_WKF_kcBVYNCpQaFanCjBjdqUKgyUEJFhXH_7C8IQ-xtfWy8CLsjGYis4HzIkVsuYkYt3cZ3sf8u5N-MX5c8gpQ</recordid><startdate>20090701</startdate><enddate>20090701</enddate><creator>Kuder, Katherine G</creator><creator>Gupta, Rishi</creator><creator>Harris-Jones, Corinne</creator><creator>Hawksworth, Richard</creator><creator>Henderson, Sean</creator><creator>Whitney, Jason</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20090701</creationdate><title>Effect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete</title><author>Kuder, Katherine G ; Gupta, Rishi ; Harris-Jones, Corinne ; Hawksworth, Richard ; Henderson, Sean ; Whitney, Jason</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a379t-cf95ca1fd4b2ea16a741bfb61adfe13540da7ad9e801683eba3210b9dd7771823</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Construction (buildings and works)</topic><topic>Construction works</topic><topic>Exact sciences and technology</topic><topic>Formworks</topic><topic>Reinforced concrete structure</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kuder, Katherine G</creatorcontrib><creatorcontrib>Gupta, Rishi</creatorcontrib><creatorcontrib>Harris-Jones, Corinne</creatorcontrib><creatorcontrib>Hawksworth, Richard</creatorcontrib><creatorcontrib>Henderson, Sean</creatorcontrib><creatorcontrib>Whitney, Jason</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology &amp; Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of materials in civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kuder, Katherine G</au><au>Gupta, Rishi</au><au>Harris-Jones, Corinne</au><au>Hawksworth, Richard</au><au>Henderson, Sean</au><au>Whitney, Jason</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete</atitle><jtitle>Journal of materials in civil engineering</jtitle><date>2009-07-01</date><risdate>2009</risdate><volume>21</volume><issue>7</issue><spage>309</spage><epage>315</epage><pages>309-315</pages><issn>0899-1561</issn><eissn>1943-5533</eissn><abstract>Stay-in-place formwork is an attractive alternative to traditional formwork (steel or wood) and is known to improve constructability and produce a more durable final product. In the work presented, the effect of a patented polyvinyl chloride (PVC) stay-in-place forming system on the mechanical performance of concrete that it encases is examined. The compressive and flexural performance of the system are investigated. The results indicate that the PVC encasement enhances both compressive and flexural performance. Compressive strength is increased by the confining action of the PVC and flexural performance is improved due to the increased tensile capacity of the sections under flexural loading.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0899-1561(2009)21:7(309)</doi><tpages>7</tpages></addata></record>
fulltext fulltext
identifier ISSN: 0899-1561
ispartof Journal of materials in civil engineering, 2009-07, Vol.21 (7), p.309-315
issn 0899-1561
1943-5533
language eng
recordid cdi_proquest_miscellaneous_34747875
source American Society of Civil Engineers:NESLI2:Journals:2014
subjects Applied sciences
Building structure
Buildings. Public works
Construction (buildings and works)
Construction works
Exact sciences and technology
Formworks
Reinforced concrete structure
TECHNICAL PAPERS
title Effect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-27T04%3A03%3A58IST&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=Effect%20of%20PVC%20Stay-In-Place%20Formwork%20on%20Mechanical%20Performance%20of%20Concrete&rft.jtitle=Journal%20of%20materials%20in%20civil%20engineering&rft.au=Kuder,%20Katherine%20G&rft.date=2009-07-01&rft.volume=21&rft.issue=7&rft.spage=309&rft.epage=315&rft.pages=309-315&rft.issn=0899-1561&rft.eissn=1943-5533&rft_id=info:doi/10.1061/(ASCE)0899-1561(2009)21:7(309)&rft_dat=%3Cproquest_cross%3E34747875%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=34747875&rft_id=info:pmid/&rfr_iscdi=true