Behavior of Glass Fiber-Reinforced Polymer Bar Coupons under Sustained Load and High Temperatures
Research presented herein is part of a program to study the effects of climate changes on fiber-reinforced polymer (FRP) reinforcement. This paper presents results of an experimental study on the tensile behavior of glass fiber-reinforced polymer (GFRP) bars under different loading and temperature c...
Gespeichert in:
| Veröffentlicht in: | ACI structural journal 2021-03, Vol.118 (2), p.139-152 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 152 |
|---|---|
| container_issue | 2 |
| container_start_page | 139 |
| container_title | ACI structural journal |
| container_volume | 118 |
| creator | Jahanzaib Kharal, Zahra Sheikh, Shamim A |
| description | Research presented herein is part of a program to study the effects of climate changes on fiber-reinforced polymer (FRP) reinforcement. This paper presents results of an experimental study on the tensile behavior of glass fiber-reinforced polymer (GFRP) bars under different loading and temperature conditions. In the conventional steady-state temperature tests, specimens were heated to a desired temperature, up to 250[degrees]C (482[degrees]F), and then loaded to failure. Tensile tests were also conducted under sustained constant stress or constant deformation conditions and subsequently heated to failure. The sustained stress levels varied from 40 to 90% of the bar strength at room temperature. Results showed that GFRP bars experienced approximately 60% reduction in strength at a steady-state temperature of 250[degrees]C (482[degrees]F). The bars subjected to 40% of room temperature strength and exposed to high temperatures resulting from situations such as sudden fire sustained the load for approximately 50 minutes. Keywords: glass fiber-reinforced polymer (GFRP) bars; high temperature; sustained loading; tensile strength; thermal degradation. |
| doi_str_mv | 10.14359/51728188 |
| format | Article |
| fullrecord | <record><control><sourceid>gale_proqu</sourceid><recordid>TN_cdi_proquest_journals_2501936410</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><galeid>A672256508</galeid><sourcerecordid>A672256508</sourcerecordid><originalsourceid>FETCH-LOGICAL-c296t-9d13b61dab069acdb91b6765cd7073b1c61cf7a100adbe3d33b7771c8e28c0093</originalsourceid><addsrcrecordid>eNpNkFtLw0AQhRdRsFYf_AcLPvmQupdkL49tsa1QULQ-h72l3ZJm424i9N8brYLMwwyH78wwB4BbjCY4p4V8KDAnAgtxBkZICJlRkuPzf_MluEppjxBFhOYjoGZupz59iDBUcFmrlODCaxezV-ebKkTjLHwJ9fHgIpypCOehb0OTYN_YQXnrU6d8MzDroCxUjYUrv93BjTu0Lqqujy5dg4tK1cnd_PYxeF88buarbP28fJpP15khknWZtJhqhq3SiEllrJZYM84KYzniVGPDsKm4wggpqx21lGrOOTbCEWEQknQM7k572xg-epe6ch_62AwnS1IgLCnLMRqoyYnaqtqV3y92UZmhrDt4ExpX-UGfMk5IwQokBsP9yWBiSCm6qmyjP6h4LDEqfyIv_yKnX338ckI</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2501936410</pqid></control><display><type>article</type><title>Behavior of Glass Fiber-Reinforced Polymer Bar Coupons under Sustained Load and High Temperatures</title><source>American Concrete Institute Online Journal Archives</source><creator>Jahanzaib ; Kharal, Zahra ; Sheikh, Shamim A</creator><creatorcontrib>Jahanzaib ; Kharal, Zahra ; Sheikh, Shamim A</creatorcontrib><description>Research presented herein is part of a program to study the effects of climate changes on fiber-reinforced polymer (FRP) reinforcement. This paper presents results of an experimental study on the tensile behavior of glass fiber-reinforced polymer (GFRP) bars under different loading and temperature conditions. In the conventional steady-state temperature tests, specimens were heated to a desired temperature, up to 250[degrees]C (482[degrees]F), and then loaded to failure. Tensile tests were also conducted under sustained constant stress or constant deformation conditions and subsequently heated to failure. The sustained stress levels varied from 40 to 90% of the bar strength at room temperature. Results showed that GFRP bars experienced approximately 60% reduction in strength at a steady-state temperature of 250[degrees]C (482[degrees]F). The bars subjected to 40% of room temperature strength and exposed to high temperatures resulting from situations such as sudden fire sustained the load for approximately 50 minutes. Keywords: glass fiber-reinforced polymer (GFRP) bars; high temperature; sustained loading; tensile strength; thermal degradation.</description><identifier>ISSN: 0889-3241</identifier><identifier>EISSN: 0889-3241</identifier><identifier>EISSN: 1944-7361</identifier><identifier>DOI: 10.14359/51728188</identifier><language>eng</language><publisher>Farmington Hills: American Concrete Institute</publisher><subject>Bars ; Bars (Engineering) ; Climate change ; Climate effects ; Concrete ; Dynamic testing ; Fiber reinforced polymers ; Fibrous composites ; Filler materials ; Glass fiber reinforced plastics ; Heat ; High temperature ; Load ; Materials ; Mechanical properties ; Polymers ; Reinforced concrete ; Room temperature ; Steel pipes ; Stress ; Tensile strength ; Tensile tests ; Testing</subject><ispartof>ACI structural journal, 2021-03, Vol.118 (2), p.139-152</ispartof><rights>COPYRIGHT 2021 American Concrete Institute</rights><rights>Copyright American Concrete Institute Mar 2021</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c296t-9d13b61dab069acdb91b6765cd7073b1c61cf7a100adbe3d33b7771c8e28c0093</citedby><cites>FETCH-LOGICAL-c296t-9d13b61dab069acdb91b6765cd7073b1c61cf7a100adbe3d33b7771c8e28c0093</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27903,27904</link.rule.ids></links><search><creatorcontrib>Jahanzaib</creatorcontrib><creatorcontrib>Kharal, Zahra</creatorcontrib><creatorcontrib>Sheikh, Shamim A</creatorcontrib><title>Behavior of Glass Fiber-Reinforced Polymer Bar Coupons under Sustained Load and High Temperatures</title><title>ACI structural journal</title><description>Research presented herein is part of a program to study the effects of climate changes on fiber-reinforced polymer (FRP) reinforcement. This paper presents results of an experimental study on the tensile behavior of glass fiber-reinforced polymer (GFRP) bars under different loading and temperature conditions. In the conventional steady-state temperature tests, specimens were heated to a desired temperature, up to 250[degrees]C (482[degrees]F), and then loaded to failure. Tensile tests were also conducted under sustained constant stress or constant deformation conditions and subsequently heated to failure. The sustained stress levels varied from 40 to 90% of the bar strength at room temperature. Results showed that GFRP bars experienced approximately 60% reduction in strength at a steady-state temperature of 250[degrees]C (482[degrees]F). The bars subjected to 40% of room temperature strength and exposed to high temperatures resulting from situations such as sudden fire sustained the load for approximately 50 minutes. Keywords: glass fiber-reinforced polymer (GFRP) bars; high temperature; sustained loading; tensile strength; thermal degradation.</description><subject>Bars</subject><subject>Bars (Engineering)</subject><subject>Climate change</subject><subject>Climate effects</subject><subject>Concrete</subject><subject>Dynamic testing</subject><subject>Fiber reinforced polymers</subject><subject>Fibrous composites</subject><subject>Filler materials</subject><subject>Glass fiber reinforced plastics</subject><subject>Heat</subject><subject>High temperature</subject><subject>Load</subject><subject>Materials</subject><subject>Mechanical properties</subject><subject>Polymers</subject><subject>Reinforced concrete</subject><subject>Room temperature</subject><subject>Steel pipes</subject><subject>Stress</subject><subject>Tensile strength</subject><subject>Tensile tests</subject><subject>Testing</subject><issn>0889-3241</issn><issn>0889-3241</issn><issn>1944-7361</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><sourceid>8G5</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><sourceid>GUQSH</sourceid><sourceid>M2O</sourceid><recordid>eNpNkFtLw0AQhRdRsFYf_AcLPvmQupdkL49tsa1QULQ-h72l3ZJm424i9N8brYLMwwyH78wwB4BbjCY4p4V8KDAnAgtxBkZICJlRkuPzf_MluEppjxBFhOYjoGZupz59iDBUcFmrlODCaxezV-ebKkTjLHwJ9fHgIpypCOehb0OTYN_YQXnrU6d8MzDroCxUjYUrv93BjTu0Lqqujy5dg4tK1cnd_PYxeF88buarbP28fJpP15khknWZtJhqhq3SiEllrJZYM84KYzniVGPDsKm4wggpqx21lGrOOTbCEWEQknQM7k572xg-epe6ch_62AwnS1IgLCnLMRqoyYnaqtqV3y92UZmhrDt4ExpX-UGfMk5IwQokBsP9yWBiSCm6qmyjP6h4LDEqfyIv_yKnX338ckI</recordid><startdate>20210301</startdate><enddate>20210301</enddate><creator>Jahanzaib</creator><creator>Kharal, Zahra</creator><creator>Sheikh, Shamim A</creator><general>American Concrete Institute</general><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>4T-</scope><scope>4U-</scope><scope>7QQ</scope><scope>7SR</scope><scope>7XB</scope><scope>88I</scope><scope>8BQ</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>8FK</scope><scope>8G5</scope><scope>ABJCF</scope><scope>ABUWG</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>GNUQQ</scope><scope>GUQSH</scope><scope>HCIFZ</scope><scope>JG9</scope><scope>KR7</scope><scope>L6V</scope><scope>M2O</scope><scope>M2P</scope><scope>M7S</scope><scope>MBDVC</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20210301</creationdate><title>Behavior of Glass Fiber-Reinforced Polymer Bar Coupons under Sustained Load and High Temperatures</title><author>Jahanzaib ; Kharal, Zahra ; Sheikh, Shamim A</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c296t-9d13b61dab069acdb91b6765cd7073b1c61cf7a100adbe3d33b7771c8e28c0093</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Bars</topic><topic>Bars (Engineering)</topic><topic>Climate change</topic><topic>Climate effects</topic><topic>Concrete</topic><topic>Dynamic testing</topic><topic>Fiber reinforced polymers</topic><topic>Fibrous composites</topic><topic>Filler materials</topic><topic>Glass fiber reinforced plastics</topic><topic>Heat</topic><topic>High temperature</topic><topic>Load</topic><topic>Materials</topic><topic>Mechanical properties</topic><topic>Polymers</topic><topic>Reinforced concrete</topic><topic>Room temperature</topic><topic>Steel pipes</topic><topic>Stress</topic><topic>Tensile strength</topic><topic>Tensile tests</topic><topic>Testing</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Jahanzaib</creatorcontrib><creatorcontrib>Kharal, Zahra</creatorcontrib><creatorcontrib>Sheikh, Shamim A</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Docstoc</collection><collection>University Readers</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Science Database (Alumni Edition)</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>Research Library (Alumni Edition)</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Research Library Prep</collection><collection>SciTech Premium Collection</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Research Library</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Research Library (Corporate)</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><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>ACI structural journal</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Jahanzaib</au><au>Kharal, Zahra</au><au>Sheikh, Shamim A</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Behavior of Glass Fiber-Reinforced Polymer Bar Coupons under Sustained Load and High Temperatures</atitle><jtitle>ACI structural journal</jtitle><date>2021-03-01</date><risdate>2021</risdate><volume>118</volume><issue>2</issue><spage>139</spage><epage>152</epage><pages>139-152</pages><issn>0889-3241</issn><eissn>0889-3241</eissn><eissn>1944-7361</eissn><abstract>Research presented herein is part of a program to study the effects of climate changes on fiber-reinforced polymer (FRP) reinforcement. This paper presents results of an experimental study on the tensile behavior of glass fiber-reinforced polymer (GFRP) bars under different loading and temperature conditions. In the conventional steady-state temperature tests, specimens were heated to a desired temperature, up to 250[degrees]C (482[degrees]F), and then loaded to failure. Tensile tests were also conducted under sustained constant stress or constant deformation conditions and subsequently heated to failure. The sustained stress levels varied from 40 to 90% of the bar strength at room temperature. Results showed that GFRP bars experienced approximately 60% reduction in strength at a steady-state temperature of 250[degrees]C (482[degrees]F). The bars subjected to 40% of room temperature strength and exposed to high temperatures resulting from situations such as sudden fire sustained the load for approximately 50 minutes. Keywords: glass fiber-reinforced polymer (GFRP) bars; high temperature; sustained loading; tensile strength; thermal degradation.</abstract><cop>Farmington Hills</cop><pub>American Concrete Institute</pub><doi>10.14359/51728188</doi><tpages>14</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0889-3241 |
| ispartof | ACI structural journal, 2021-03, Vol.118 (2), p.139-152 |
| issn | 0889-3241 0889-3241 1944-7361 |
| language | eng |
| recordid | cdi_proquest_journals_2501936410 |
| source | American Concrete Institute Online Journal Archives |
| subjects | Bars Bars (Engineering) Climate change Climate effects Concrete Dynamic testing Fiber reinforced polymers Fibrous composites Filler materials Glass fiber reinforced plastics Heat High temperature Load Materials Mechanical properties Polymers Reinforced concrete Room temperature Steel pipes Stress Tensile strength Tensile tests Testing |
| title | Behavior of Glass Fiber-Reinforced Polymer Bar Coupons under Sustained Load and High Temperatures |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-25T12%3A28%3A16IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-gale_proqu&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Behavior%20of%20Glass%20Fiber-Reinforced%20Polymer%20Bar%20Coupons%20under%20Sustained%20Load%20and%20High%20Temperatures&rft.jtitle=ACI%20structural%20journal&rft.au=Jahanzaib&rft.date=2021-03-01&rft.volume=118&rft.issue=2&rft.spage=139&rft.epage=152&rft.pages=139-152&rft.issn=0889-3241&rft.eissn=0889-3241&rft_id=info:doi/10.14359/51728188&rft_dat=%3Cgale_proqu%3EA672256508%3C/gale_proqu%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2501936410&rft_id=info:pmid/&rft_galeid=A672256508&rfr_iscdi=true |