Seismic performance of exterior beam–column joints reinforced with glass fibre reinforced polymer bars and stirrups
Concrete beams, slabs and recently columns reinforced with fibre reinforced polymers (FRP) reinforcements have shown considerable deformability under monotonic and fatigue loading. However, concerns still remain regarding the ability of FRP – reinforced concrete (RC) frame structures to dissipate en...
Gespeichert in:
| Veröffentlicht in: | Canadian journal of civil engineering 2011-10, Vol.38 (10), p.1092-1102 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 1102 |
|---|---|
| container_issue | 10 |
| container_start_page | 1092 |
| container_title | Canadian journal of civil engineering |
| container_volume | 38 |
| creator | HASABALLA, Mohamed H EI-RAGABY, Amr EI-SALAKAWY, Ehab F |
| description | Concrete beams, slabs and recently columns reinforced with fibre reinforced polymers (FRP) reinforcements have shown considerable deformability under monotonic and fatigue loading. However, concerns still remain regarding the ability of FRP – reinforced concrete (RC) frame structures to dissipate energy in seismic loading events due to the elastic-linear behaviour of the FRP reinforcement. Furthermore, the behaviour of FRP bars in RC elements subjected to tension–compression reversals has not been well investigated yet. Therefore, this experimental study aims to investigate the feasibility of using glass FRP (GFRP) reinforcements in such structures. Four full-scale exterior T-shaped beam–column joint prototypes were constructed and tested under simulated seismic loading. The test parameters included the type of longitudinal and transverse reinforcement as well as the detailing of beam longitudinal reinforcement. The experimental results showed that under seismic-type loading, beam–column joints reinforced with GFRP bars and stirrups sustained more than 3.0% story drift ratio safely with no considerable damage. |
| doi_str_mv | 10.1139/l11-066 |
| format | Article |
| fullrecord | <record><control><sourceid>gale_pasca</sourceid><recordid>TN_cdi_pascalfrancis_primary_24751142</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><galeid>A271665820</galeid><sourcerecordid>A271665820</sourcerecordid><originalsourceid>FETCH-LOGICAL-c618t-90aae2c09f558155ffc0005c05512a0f967689c5514af232daa42247285578433</originalsourceid><addsrcrecordid>eNqV0t1q2zAUB3AzNljWjb2C6NgncyfJlmJdlrKPQtlg3a6FohwlCrbk6thsves79A33JFNIKEnJLoZAQvJPf9ucUxTPGT1hrFIfWsZKKuWDYsI4bUpJuXpYTGjFRMlq2TwuniCuKGW0qtSkGC_BY-ct6SG5mDoTLJDoCPweIPmYyAxM9-fm1sZ27AJZRR8GJAl8yNrCnPzyw5IsWoNInJ8l2H3Wx_a6g5xhEhIT5gQHn9LY49PikTMtwrPtelT8_PTxx9mX8uLb5_Oz04vSStYMpaLGALdUOSEaJoRzllIqLBWCcUOdklPZKJt3tXG84nNjas7rKW-EmDZ1VR0Vbza5fYpXI-CgO48W2tYEiCNqVtWq5rWUdabH9-gqjinkr9ONmjaqFlRl9GKDFqYFvf7PIRm7ztSnfMqkFA2nWZUH1AICJNPGAM7n4z1_fMDb3l_pXXRyAOUxh1y-g6lv9y5kM-SqLsyIqM8vv_-H_bpv3-_Y2Yg-AOYJ_WI54ObKHn-94TZFxARO98l3Jl1rRvW6YXVuWJ0bNsuX2woYtKZ1Kfeixzue6yoYq3l2rzYuJJsAwSS7vFPbMN3PXYbv_g3vv_0vJnoBag</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>897894509</pqid></control><display><type>article</type><title>Seismic performance of exterior beam–column joints reinforced with glass fibre reinforced polymer bars and stirrups</title><source>Alma/SFX Local Collection</source><creator>HASABALLA, Mohamed H ; EI-RAGABY, Amr ; EI-SALAKAWY, Ehab F</creator><creatorcontrib>HASABALLA, Mohamed H ; EI-RAGABY, Amr ; EI-SALAKAWY, Ehab F</creatorcontrib><description>Concrete beams, slabs and recently columns reinforced with fibre reinforced polymers (FRP) reinforcements have shown considerable deformability under monotonic and fatigue loading. However, concerns still remain regarding the ability of FRP – reinforced concrete (RC) frame structures to dissipate energy in seismic loading events due to the elastic-linear behaviour of the FRP reinforcement. Furthermore, the behaviour of FRP bars in RC elements subjected to tension–compression reversals has not been well investigated yet. Therefore, this experimental study aims to investigate the feasibility of using glass FRP (GFRP) reinforcements in such structures. Four full-scale exterior T-shaped beam–column joint prototypes were constructed and tested under simulated seismic loading. The test parameters included the type of longitudinal and transverse reinforcement as well as the detailing of beam longitudinal reinforcement. The experimental results showed that under seismic-type loading, beam–column joints reinforced with GFRP bars and stirrups sustained more than 3.0% story drift ratio safely with no considerable damage.</description><identifier>ISSN: 0315-1468</identifier><identifier>EISSN: 1208-6029</identifier><identifier>DOI: 10.1139/l11-066</identifier><identifier>CODEN: CJCEB8</identifier><language>eng</language><publisher>Ottawa, ON: NRC Research Press</publisher><subject>Analysis ; Applied sciences ; armature PRFV ; Bars ; Beam-columns ; beam–columns joints ; Buildings ; Buildings. Public works ; charge sismique ; Concrete ; Durability. Pathology. Repairing. Maintenance ; détail de l’armature ; Energy dissipation ; Exact sciences and technology ; Exteriors ; External envelopes ; Fatigue ; Fatigue testing machines ; Fiber reinforced plastics ; Geotechnics ; GFRP reinforcement ; Glass fiber reinforced plastics ; Joints ; joints poutres–colonnes ; Materials ; Polymers ; Reinforced concrete ; Reinforcement ; reinforcement detailing ; Reinforcing bars ; Repair (reinforcement, strenthening) ; Seismic activity ; Seismic engineering ; seismic loading ; Slabs ; Stirrups ; Structure-soil interaction</subject><ispartof>Canadian journal of civil engineering, 2011-10, Vol.38 (10), p.1092-1102</ispartof><rights>2015 INIST-CNRS</rights><rights>COPYRIGHT 2011 NRC Research Press</rights><rights>Copyright National Research Council of Canada Oct 2011</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c618t-90aae2c09f558155ffc0005c05512a0f967689c5514af232daa42247285578433</citedby><cites>FETCH-LOGICAL-c618t-90aae2c09f558155ffc0005c05512a0f967689c5514af232daa42247285578433</cites></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=24751142$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>HASABALLA, Mohamed H</creatorcontrib><creatorcontrib>EI-RAGABY, Amr</creatorcontrib><creatorcontrib>EI-SALAKAWY, Ehab F</creatorcontrib><title>Seismic performance of exterior beam–column joints reinforced with glass fibre reinforced polymer bars and stirrups</title><title>Canadian journal of civil engineering</title><description>Concrete beams, slabs and recently columns reinforced with fibre reinforced polymers (FRP) reinforcements have shown considerable deformability under monotonic and fatigue loading. However, concerns still remain regarding the ability of FRP – reinforced concrete (RC) frame structures to dissipate energy in seismic loading events due to the elastic-linear behaviour of the FRP reinforcement. Furthermore, the behaviour of FRP bars in RC elements subjected to tension–compression reversals has not been well investigated yet. Therefore, this experimental study aims to investigate the feasibility of using glass FRP (GFRP) reinforcements in such structures. Four full-scale exterior T-shaped beam–column joint prototypes were constructed and tested under simulated seismic loading. The test parameters included the type of longitudinal and transverse reinforcement as well as the detailing of beam longitudinal reinforcement. The experimental results showed that under seismic-type loading, beam–column joints reinforced with GFRP bars and stirrups sustained more than 3.0% story drift ratio safely with no considerable damage.</description><subject>Analysis</subject><subject>Applied sciences</subject><subject>armature PRFV</subject><subject>Bars</subject><subject>Beam-columns</subject><subject>beam–columns joints</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>charge sismique</subject><subject>Concrete</subject><subject>Durability. Pathology. Repairing. Maintenance</subject><subject>détail de l’armature</subject><subject>Energy dissipation</subject><subject>Exact sciences and technology</subject><subject>Exteriors</subject><subject>External envelopes</subject><subject>Fatigue</subject><subject>Fatigue testing machines</subject><subject>Fiber reinforced plastics</subject><subject>Geotechnics</subject><subject>GFRP reinforcement</subject><subject>Glass fiber reinforced plastics</subject><subject>Joints</subject><subject>joints poutres–colonnes</subject><subject>Materials</subject><subject>Polymers</subject><subject>Reinforced concrete</subject><subject>Reinforcement</subject><subject>reinforcement detailing</subject><subject>Reinforcing bars</subject><subject>Repair (reinforcement, strenthening)</subject><subject>Seismic activity</subject><subject>Seismic engineering</subject><subject>seismic loading</subject><subject>Slabs</subject><subject>Stirrups</subject><subject>Structure-soil interaction</subject><issn>0315-1468</issn><issn>1208-6029</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqV0t1q2zAUB3AzNljWjb2C6NgncyfJlmJdlrKPQtlg3a6FohwlCrbk6thsves79A33JFNIKEnJLoZAQvJPf9ucUxTPGT1hrFIfWsZKKuWDYsI4bUpJuXpYTGjFRMlq2TwuniCuKGW0qtSkGC_BY-ct6SG5mDoTLJDoCPweIPmYyAxM9-fm1sZ27AJZRR8GJAl8yNrCnPzyw5IsWoNInJ8l2H3Wx_a6g5xhEhIT5gQHn9LY49PikTMtwrPtelT8_PTxx9mX8uLb5_Oz04vSStYMpaLGALdUOSEaJoRzllIqLBWCcUOdklPZKJt3tXG84nNjas7rKW-EmDZ1VR0Vbza5fYpXI-CgO48W2tYEiCNqVtWq5rWUdabH9-gqjinkr9ONmjaqFlRl9GKDFqYFvf7PIRm7ztSnfMqkFA2nWZUH1AICJNPGAM7n4z1_fMDb3l_pXXRyAOUxh1y-g6lv9y5kM-SqLsyIqM8vv_-H_bpv3-_Y2Yg-AOYJ_WI54ObKHn-94TZFxARO98l3Jl1rRvW6YXVuWJ0bNsuX2woYtKZ1Kfeixzue6yoYq3l2rzYuJJsAwSS7vFPbMN3PXYbv_g3vv_0vJnoBag</recordid><startdate>20111001</startdate><enddate>20111001</enddate><creator>HASABALLA, Mohamed H</creator><creator>EI-RAGABY, Amr</creator><creator>EI-SALAKAWY, Ehab F</creator><general>NRC Research Press</general><general>National Research Council of Canada</general><general>Canadian Science Publishing NRC Research Press</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>ISN</scope><scope>ISR</scope><scope>7ST</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope><scope>7SM</scope></search><sort><creationdate>20111001</creationdate><title>Seismic performance of exterior beam–column joints reinforced with glass fibre reinforced polymer bars and stirrups</title><author>HASABALLA, Mohamed H ; EI-RAGABY, Amr ; EI-SALAKAWY, Ehab F</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c618t-90aae2c09f558155ffc0005c05512a0f967689c5514af232daa42247285578433</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Analysis</topic><topic>Applied sciences</topic><topic>armature PRFV</topic><topic>Bars</topic><topic>Beam-columns</topic><topic>beam–columns joints</topic><topic>Buildings</topic><topic>Buildings. Public works</topic><topic>charge sismique</topic><topic>Concrete</topic><topic>Durability. Pathology. Repairing. Maintenance</topic><topic>détail de l’armature</topic><topic>Energy dissipation</topic><topic>Exact sciences and technology</topic><topic>Exteriors</topic><topic>External envelopes</topic><topic>Fatigue</topic><topic>Fatigue testing machines</topic><topic>Fiber reinforced plastics</topic><topic>Geotechnics</topic><topic>GFRP reinforcement</topic><topic>Glass fiber reinforced plastics</topic><topic>Joints</topic><topic>joints poutres–colonnes</topic><topic>Materials</topic><topic>Polymers</topic><topic>Reinforced concrete</topic><topic>Reinforcement</topic><topic>reinforcement detailing</topic><topic>Reinforcing bars</topic><topic>Repair (reinforcement, strenthening)</topic><topic>Seismic activity</topic><topic>Seismic engineering</topic><topic>seismic loading</topic><topic>Slabs</topic><topic>Stirrups</topic><topic>Structure-soil interaction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>HASABALLA, Mohamed H</creatorcontrib><creatorcontrib>EI-RAGABY, Amr</creatorcontrib><creatorcontrib>EI-SALAKAWY, Ehab F</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Gale Business: Insights</collection><collection>Gale In Context: Canada</collection><collection>Gale In Context: Science</collection><collection>Environment Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><jtitle>Canadian journal of civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>HASABALLA, Mohamed H</au><au>EI-RAGABY, Amr</au><au>EI-SALAKAWY, Ehab F</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Seismic performance of exterior beam–column joints reinforced with glass fibre reinforced polymer bars and stirrups</atitle><jtitle>Canadian journal of civil engineering</jtitle><date>2011-10-01</date><risdate>2011</risdate><volume>38</volume><issue>10</issue><spage>1092</spage><epage>1102</epage><pages>1092-1102</pages><issn>0315-1468</issn><eissn>1208-6029</eissn><coden>CJCEB8</coden><abstract>Concrete beams, slabs and recently columns reinforced with fibre reinforced polymers (FRP) reinforcements have shown considerable deformability under monotonic and fatigue loading. However, concerns still remain regarding the ability of FRP – reinforced concrete (RC) frame structures to dissipate energy in seismic loading events due to the elastic-linear behaviour of the FRP reinforcement. Furthermore, the behaviour of FRP bars in RC elements subjected to tension–compression reversals has not been well investigated yet. Therefore, this experimental study aims to investigate the feasibility of using glass FRP (GFRP) reinforcements in such structures. Four full-scale exterior T-shaped beam–column joint prototypes were constructed and tested under simulated seismic loading. The test parameters included the type of longitudinal and transverse reinforcement as well as the detailing of beam longitudinal reinforcement. The experimental results showed that under seismic-type loading, beam–column joints reinforced with GFRP bars and stirrups sustained more than 3.0% story drift ratio safely with no considerable damage.</abstract><cop>Ottawa, ON</cop><pub>NRC Research Press</pub><doi>10.1139/l11-066</doi><tpages>11</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0315-1468 |
| ispartof | Canadian journal of civil engineering, 2011-10, Vol.38 (10), p.1092-1102 |
| issn | 0315-1468 1208-6029 |
| language | eng |
| recordid | cdi_pascalfrancis_primary_24751142 |
| source | Alma/SFX Local Collection |
| subjects | Analysis Applied sciences armature PRFV Bars Beam-columns beam–columns joints Buildings Buildings. Public works charge sismique Concrete Durability. Pathology. Repairing. Maintenance détail de l’armature Energy dissipation Exact sciences and technology Exteriors External envelopes Fatigue Fatigue testing machines Fiber reinforced plastics Geotechnics GFRP reinforcement Glass fiber reinforced plastics Joints joints poutres–colonnes Materials Polymers Reinforced concrete Reinforcement reinforcement detailing Reinforcing bars Repair (reinforcement, strenthening) Seismic activity Seismic engineering seismic loading Slabs Stirrups Structure-soil interaction |
| title | Seismic performance of exterior beam–column joints reinforced with glass fibre reinforced polymer bars and stirrups |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-20T07%3A16%3A29IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-gale_pasca&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Seismic%20performance%20of%20exterior%20beam%E2%80%93column%20joints%20reinforced%20with%20glass%20fibre%20reinforced%20polymer%20bars%20and%20stirrups&rft.jtitle=Canadian%20journal%20of%20civil%20engineering&rft.au=HASABALLA,%20Mohamed%20H&rft.date=2011-10-01&rft.volume=38&rft.issue=10&rft.spage=1092&rft.epage=1102&rft.pages=1092-1102&rft.issn=0315-1468&rft.eissn=1208-6029&rft.coden=CJCEB8&rft_id=info:doi/10.1139/l11-066&rft_dat=%3Cgale_pasca%3EA271665820%3C/gale_pasca%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=897894509&rft_id=info:pmid/&rft_galeid=A271665820&rfr_iscdi=true |