Coupled damage–plasticity model for cyclic loading: Theoretical formulation and numerical implementation
► We model the original formulation for residual deformation. ► We show the change of elastic response. ► Stress based finite element interpolation leads to robust implementation. ► We examine different hardening phenomena for cyclic loading effects. In this work we present a phenomenological consti...
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| Veröffentlicht in: | Engineering structures 2013-05, Vol.50, p.30-42 |
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| creator | Ayhan, B. Jehel, P. Brancherie, D. Ibrahimbegovic, A. |
| description | ► We model the original formulation for residual deformation. ► We show the change of elastic response. ► Stress based finite element interpolation leads to robust implementation. ► We examine different hardening phenomena for cyclic loading effects.
In this work we present a phenomenological constitutive model which is capable of coupling two basic inelastic behavior mechanisms, plasticity and damage. The model is targeting cyclic loading applications. Thus, in either plasticity or damage part, both isotropic and linear kinematic hardening effects are taken into account. The main advantage of the model is the use of independent plasticity versus damage criteria for describing the inelastic mechanisms. Another advantage concerns the numerical implementation of such model provided in hybrid-stress variational framework, resulting with very enhanced accuracy and efficient computation of stress and internal variables in each element. Several illustrative examples are presented in order to confirm the accuracy and efficiency of the proposed formulation in application to cyclic loading. |
| doi_str_mv | 10.1016/j.engstruct.2012.11.012 |
| format | Article |
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In this work we present a phenomenological constitutive model which is capable of coupling two basic inelastic behavior mechanisms, plasticity and damage. The model is targeting cyclic loading applications. Thus, in either plasticity or damage part, both isotropic and linear kinematic hardening effects are taken into account. The main advantage of the model is the use of independent plasticity versus damage criteria for describing the inelastic mechanisms. Another advantage concerns the numerical implementation of such model provided in hybrid-stress variational framework, resulting with very enhanced accuracy and efficient computation of stress and internal variables in each element. Several illustrative examples are presented in order to confirm the accuracy and efficiency of the proposed formulation in application to cyclic loading.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2012.11.012</identifier><identifier>CODEN: ENSTDF</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Applied sciences ; Building failures (cracks, physical changes, etc.) ; Buildings. Public works ; Computation methods. Tables. Charts ; Coupled damage–plasticity ; Cyclic loading ; Durability. Pathology. Repairing. Maintenance ; Engineering Sciences ; Exact sciences and technology ; Hybrid-stress finite element model ; Isotropic/kinematic hardening ; Materials and structures in mechanics ; Mechanics ; Solid mechanics ; Stresses. Safety ; Structural analysis. Stresses ; Structural mechanics</subject><ispartof>Engineering structures, 2013-05, Vol.50, p.30-42</ispartof><rights>2012 Elsevier Ltd</rights><rights>2014 INIST-CNRS</rights><rights>Distributed under a Creative Commons Attribution 4.0 International License</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c379t-5d6e57f878de1dd10f277213fb353e49657b8b13623e495f6fdd929b500237f33</citedby><cites>FETCH-LOGICAL-c379t-5d6e57f878de1dd10f277213fb353e49657b8b13623e495f6fdd929b500237f33</cites><orcidid>0000-0002-5306-2737 ; 0000-0002-6164-5043</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.engstruct.2012.11.012$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>230,309,310,314,777,781,786,787,882,3537,23911,23912,25121,27905,27906,45976</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=27423810$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://centralesupelec.hal.science/hal-00790029$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Ayhan, B.</creatorcontrib><creatorcontrib>Jehel, P.</creatorcontrib><creatorcontrib>Brancherie, D.</creatorcontrib><creatorcontrib>Ibrahimbegovic, A.</creatorcontrib><title>Coupled damage–plasticity model for cyclic loading: Theoretical formulation and numerical implementation</title><title>Engineering structures</title><description>► We model the original formulation for residual deformation. ► We show the change of elastic response. ► Stress based finite element interpolation leads to robust implementation. ► We examine different hardening phenomena for cyclic loading effects.
In this work we present a phenomenological constitutive model which is capable of coupling two basic inelastic behavior mechanisms, plasticity and damage. The model is targeting cyclic loading applications. Thus, in either plasticity or damage part, both isotropic and linear kinematic hardening effects are taken into account. The main advantage of the model is the use of independent plasticity versus damage criteria for describing the inelastic mechanisms. Another advantage concerns the numerical implementation of such model provided in hybrid-stress variational framework, resulting with very enhanced accuracy and efficient computation of stress and internal variables in each element. Several illustrative examples are presented in order to confirm the accuracy and efficiency of the proposed formulation in application to cyclic loading.</description><subject>Applied sciences</subject><subject>Building failures (cracks, physical changes, etc.)</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Coupled damage–plasticity</subject><subject>Cyclic loading</subject><subject>Durability. Pathology. Repairing. Maintenance</subject><subject>Engineering Sciences</subject><subject>Exact sciences and technology</subject><subject>Hybrid-stress finite element model</subject><subject>Isotropic/kinematic hardening</subject><subject>Materials and structures in mechanics</subject><subject>Mechanics</subject><subject>Solid mechanics</subject><subject>Stresses. Safety</subject><subject>Structural analysis. Stresses</subject><subject>Structural mechanics</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqFULtOwzAUtRBIlMc3kIWBIcHXbuKEraqAIlVigdly7eviKokrO0Xqxj_wh3wJbou6Mh3Z53F1DiE3QAugUN2vCuyXcQgbPRSMAisAigQnZAS14LngjJ-SEYUx5JQ11Tm5iHFFKWV1TUdkNfWbdYsmM6pTS_z5-l63Kg5Ou2Gbdd5gm1kfMr3VrdNZ65Vx_fIhe_tAHzDJ1J7vNq0anO8z1Zus33QY9ozrUnSH_bAnr8iZVW3E6z-8JO9Pj2_TWT5_fX6ZTua55qIZ8tJUWApbi9ogGAPUMiEYcLvgJcdxU5ViUS-AV2z3Km1ljWlYsyhTJS4s55fk7pD7oVq5Dq5TYSu9cnI2mcvdH6WiSeLmE5JWHLQ6-BgD2qMBqNzNK1fyOK_czSsBZILkvD041yqmrjaoXrt4tDMxZrwGmnSTgw5T5U-HQUbtsNdoXMCUabz799YvV-uXSg</recordid><startdate>20130501</startdate><enddate>20130501</enddate><creator>Ayhan, B.</creator><creator>Jehel, P.</creator><creator>Brancherie, D.</creator><creator>Ibrahimbegovic, A.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>1XC</scope><orcidid>https://orcid.org/0000-0002-5306-2737</orcidid><orcidid>https://orcid.org/0000-0002-6164-5043</orcidid></search><sort><creationdate>20130501</creationdate><title>Coupled damage–plasticity model for cyclic loading: Theoretical formulation and numerical implementation</title><author>Ayhan, B. ; Jehel, P. ; Brancherie, D. ; Ibrahimbegovic, A.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c379t-5d6e57f878de1dd10f277213fb353e49657b8b13623e495f6fdd929b500237f33</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>Building failures (cracks, physical changes, etc.)</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Coupled damage–plasticity</topic><topic>Cyclic loading</topic><topic>Durability. Pathology. Repairing. Maintenance</topic><topic>Engineering Sciences</topic><topic>Exact sciences and technology</topic><topic>Hybrid-stress finite element model</topic><topic>Isotropic/kinematic hardening</topic><topic>Materials and structures in mechanics</topic><topic>Mechanics</topic><topic>Solid mechanics</topic><topic>Stresses. Safety</topic><topic>Structural analysis. Stresses</topic><topic>Structural mechanics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ayhan, B.</creatorcontrib><creatorcontrib>Jehel, P.</creatorcontrib><creatorcontrib>Brancherie, D.</creatorcontrib><creatorcontrib>Ibrahimbegovic, A.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Hyper Article en Ligne (HAL)</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ayhan, B.</au><au>Jehel, P.</au><au>Brancherie, D.</au><au>Ibrahimbegovic, A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Coupled damage–plasticity model for cyclic loading: Theoretical formulation and numerical implementation</atitle><jtitle>Engineering structures</jtitle><date>2013-05-01</date><risdate>2013</risdate><volume>50</volume><spage>30</spage><epage>42</epage><pages>30-42</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><coden>ENSTDF</coden><abstract>► We model the original formulation for residual deformation. ► We show the change of elastic response. ► Stress based finite element interpolation leads to robust implementation. ► We examine different hardening phenomena for cyclic loading effects.
In this work we present a phenomenological constitutive model which is capable of coupling two basic inelastic behavior mechanisms, plasticity and damage. The model is targeting cyclic loading applications. Thus, in either plasticity or damage part, both isotropic and linear kinematic hardening effects are taken into account. The main advantage of the model is the use of independent plasticity versus damage criteria for describing the inelastic mechanisms. Another advantage concerns the numerical implementation of such model provided in hybrid-stress variational framework, resulting with very enhanced accuracy and efficient computation of stress and internal variables in each element. Several illustrative examples are presented in order to confirm the accuracy and efficiency of the proposed formulation in application to cyclic loading.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2012.11.012</doi><tpages>13</tpages><orcidid>https://orcid.org/0000-0002-5306-2737</orcidid><orcidid>https://orcid.org/0000-0002-6164-5043</orcidid></addata></record> |
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| ispartof | Engineering structures, 2013-05, Vol.50, p.30-42 |
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| source | Elsevier ScienceDirect Journals |
| subjects | Applied sciences Building failures (cracks, physical changes, etc.) Buildings. Public works Computation methods. Tables. Charts Coupled damage–plasticity Cyclic loading Durability. Pathology. Repairing. Maintenance Engineering Sciences Exact sciences and technology Hybrid-stress finite element model Isotropic/kinematic hardening Materials and structures in mechanics Mechanics Solid mechanics Stresses. Safety Structural analysis. Stresses Structural mechanics |
| title | Coupled damage–plasticity model for cyclic loading: Theoretical formulation and numerical implementation |
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