Modeling bond-slip deformations in reinforced concrete beam-column joints
A new finite element model for reinforced concrete beam-column joints is proposed. The model considers the effects of bond-slip and shear deformations in the joint panel region. The problems associated with modeling bond-slip of anchored reinforcing bars are discussed. The proposed bond-slip model i...
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| Veröffentlicht in: | Canadian journal of civil engineering 2000-06, Vol.27 (3), p.490-505 |
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| container_title | Canadian journal of civil engineering |
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| creator | Elmorsi, Mostafa Kianoush, M Reza Tso, W K |
| description | A new finite element model for reinforced concrete beam-column joints is proposed. The model considers the effects of bond-slip and shear deformations in the joint panel region. The problems associated with modeling bond-slip of anchored reinforcing bars are discussed. The proposed bond-slip model is examined at the element level by comparing its predictions with other analytical and experimental results. The ability of the model to simulate bond deterioration and eventual pullout of anchored reinforcing bars under severe cyclic excitation is demonstrated. This model is incorporated into the global beam-column joint element. Further comparisons are made between the predictions of the proposed beam-column joint model and other analytical and experimental results under reversed cyclic loading to show the validity of the model to describe the bond-slip behavior of the joints.Key words: bond, bond-slip, finite element, beam-column, reinforced concrete, cyclic. |
| doi_str_mv | 10.1139/l99-085 |
| format | Article |
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The model considers the effects of bond-slip and shear deformations in the joint panel region. The problems associated with modeling bond-slip of anchored reinforcing bars are discussed. The proposed bond-slip model is examined at the element level by comparing its predictions with other analytical and experimental results. The ability of the model to simulate bond deterioration and eventual pullout of anchored reinforcing bars under severe cyclic excitation is demonstrated. This model is incorporated into the global beam-column joint element. Further comparisons are made between the predictions of the proposed beam-column joint model and other analytical and experimental results under reversed cyclic loading to show the validity of the model to describe the bond-slip behavior of the joints.Key words: bond, bond-slip, finite element, beam-column, reinforced concrete, cyclic.</description><identifier>ISSN: 0315-1468</identifier><identifier>EISSN: 1208-6029</identifier><identifier>DOI: 10.1139/l99-085</identifier><identifier>CODEN: CJCEB8</identifier><language>eng</language><publisher>Ottawa, Canada: NRC Research Press</publisher><subject>Applied sciences ; Building construction ; Building structure ; Buildings ; Buildings. Public works ; Concrete ; Construction ; Construction (buildings and works) ; Earthquakes and building ; Exact sciences and technology ; External envelopes ; Joints ; Joints (Engineering) ; Reinforced concrete ; Reinforced concrete structure ; Safety measures ; Stresses. Safety ; Structural analysis. Stresses</subject><ispartof>Canadian journal of civil engineering, 2000-06, Vol.27 (3), p.490-505</ispartof><rights>2000 INIST-CNRS</rights><rights>Copyright National Research Council of Canada Jun 2000</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a380t-b4a9ba886aeafdc3eaed5501033ef16abfde9e98a8f013912ca855c87c8ef7f93</citedby><cites>FETCH-LOGICAL-a380t-b4a9ba886aeafdc3eaed5501033ef16abfde9e98a8f013912ca855c87c8ef7f93</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=1428654$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Elmorsi, Mostafa</creatorcontrib><creatorcontrib>Kianoush, M Reza</creatorcontrib><creatorcontrib>Tso, W K</creatorcontrib><title>Modeling bond-slip deformations in reinforced concrete beam-column joints</title><title>Canadian journal of civil engineering</title><addtitle>Canadian Journal of Civil Engineering</addtitle><description>A new finite element model for reinforced concrete beam-column joints is proposed. The model considers the effects of bond-slip and shear deformations in the joint panel region. The problems associated with modeling bond-slip of anchored reinforcing bars are discussed. The proposed bond-slip model is examined at the element level by comparing its predictions with other analytical and experimental results. The ability of the model to simulate bond deterioration and eventual pullout of anchored reinforcing bars under severe cyclic excitation is demonstrated. This model is incorporated into the global beam-column joint element. Further comparisons are made between the predictions of the proposed beam-column joint model and other analytical and experimental results under reversed cyclic loading to show the validity of the model to describe the bond-slip behavior of the joints.Key words: bond, bond-slip, finite element, beam-column, reinforced concrete, cyclic.</description><subject>Applied sciences</subject><subject>Building construction</subject><subject>Building structure</subject><subject>Buildings</subject><subject>Buildings. Public works</subject><subject>Concrete</subject><subject>Construction</subject><subject>Construction (buildings and works)</subject><subject>Earthquakes and building</subject><subject>Exact sciences and technology</subject><subject>External envelopes</subject><subject>Joints</subject><subject>Joints (Engineering)</subject><subject>Reinforced concrete</subject><subject>Reinforced concrete structure</subject><subject>Safety measures</subject><subject>Stresses. 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The model considers the effects of bond-slip and shear deformations in the joint panel region. The problems associated with modeling bond-slip of anchored reinforcing bars are discussed. The proposed bond-slip model is examined at the element level by comparing its predictions with other analytical and experimental results. The ability of the model to simulate bond deterioration and eventual pullout of anchored reinforcing bars under severe cyclic excitation is demonstrated. This model is incorporated into the global beam-column joint element. Further comparisons are made between the predictions of the proposed beam-column joint model and other analytical and experimental results under reversed cyclic loading to show the validity of the model to describe the bond-slip behavior of the joints.Key words: bond, bond-slip, finite element, beam-column, reinforced concrete, cyclic.</abstract><cop>Ottawa, Canada</cop><pub>NRC Research Press</pub><doi>10.1139/l99-085</doi><tpages>16</tpages></addata></record> |
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| source | Alma/SFX Local Collection |
| subjects | Applied sciences Building construction Building structure Buildings Buildings. Public works Concrete Construction Construction (buildings and works) Earthquakes and building Exact sciences and technology External envelopes Joints Joints (Engineering) Reinforced concrete Reinforced concrete structure Safety measures Stresses. Safety Structural analysis. Stresses |
| title | Modeling bond-slip deformations in reinforced concrete beam-column joints |
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