A mixed 3D-1D finite element formulation for analysis of geomaterial structures with embedded curvilinear inclusions: application to load transfer in mooring anchor systems
Abstract A finite element model for structural analysis of media with embedded inclusions is presented. The “embedded element concept” is adopted to model the contact interaction of two medium components along the contact interface considering a mixed 3D-1D formulation. The Mohr-Coulomb interface mo...
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creator | Braun, Alexandre Luis Brüch, André Maghous, Samir |
description | Abstract A finite element model for structural analysis of media with embedded inclusions is presented. The “embedded element concept” is adopted to model the contact interaction of two medium components along the contact interface considering a mixed 3D-1D formulation. The Mohr-Coulomb interface model is employed to define the bond-stress and bond-slip relation and strains associated with bond-slip are assumed to remain infinitesimal along the interface. Nonlinear analysis is performed with a corotational kinematics description introduced in the context of embedded approach. The problem of load transfer in mooring anchor systems was investigated and reasonable results were obtained using the present model. |
doi_str_mv | 10.6084/m9.figshare.7020350 |
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The “embedded element concept” is adopted to model the contact interaction of two medium components along the contact interface considering a mixed 3D-1D formulation. The Mohr-Coulomb interface model is employed to define the bond-stress and bond-slip relation and strains associated with bond-slip are assumed to remain infinitesimal along the interface. Nonlinear analysis is performed with a corotational kinematics description introduced in the context of embedded approach. 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The “embedded element concept” is adopted to model the contact interaction of two medium components along the contact interface considering a mixed 3D-1D formulation. The Mohr-Coulomb interface model is employed to define the bond-stress and bond-slip relation and strains associated with bond-slip are assumed to remain infinitesimal along the interface. Nonlinear analysis is performed with a corotational kinematics description introduced in the context of embedded approach. The problem of load transfer in mooring anchor systems was investigated and reasonable results were obtained using the present model.</description><subject>Civil Geotechnical Engineering</subject><subject>FOS: Civil engineering</subject><subject>FOS: Mechanical engineering</subject><subject>Mechanical Engineering</subject><subject>Mechanics</subject><fulltext>true</fulltext><rsrctype>dataset</rsrctype><creationdate>2018</creationdate><recordtype>dataset</recordtype><sourceid>PQ8</sourceid><recordid>eNo1kMtOwzAQRbNhgQpfwGZ-IMWJncZhV7W8JCQ23UcTZ9xa8qOyHaD_xEeSqmU1dzE6V_cUxUPFlismxaPrltrs0wEjLVtWM96w2-J3Dc780Ah8W1Zb0MabTECWHPkMOkQ3Wcwm-HMG9GhPySQIGvYUHGaKBi2kHCeVp0gJvk0-ALmBxnGmqil-GWs8YQTjlZ3SjEpPgMejNeoCzgFswBFyRJ80nR_BhRCN38-F6jD3plPK5NJdcaPRJrq_3kWxe3nebd7Kj8_X9836oxxlx0ohGVPtyObNrKrFILoBaUCNyFZctAOTNaq6lkLWg1CN4FWjxUqIWrdNNUjOFwW_YEfMqGYf_TEah_HUV6w_q-xd1_-r7K8q-R-P-nPn</recordid><startdate>20180829</startdate><enddate>20180829</enddate><creator>Braun, Alexandre Luis</creator><creator>Brüch, André</creator><creator>Maghous, Samir</creator><general>SciELO journals</general><scope>DYCCY</scope><scope>PQ8</scope></search><sort><creationdate>20180829</creationdate><title>A mixed 3D-1D finite element formulation for analysis of geomaterial structures with embedded curvilinear inclusions: application to load transfer in mooring anchor systems</title><author>Braun, Alexandre Luis ; Brüch, André ; Maghous, Samir</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-d890-4800c7d00840124b49baebafaa06347b082ac228482b4c54315f46442f751b833</frbrgroupid><rsrctype>datasets</rsrctype><prefilter>datasets</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Civil Geotechnical Engineering</topic><topic>FOS: Civil engineering</topic><topic>FOS: Mechanical engineering</topic><topic>Mechanical Engineering</topic><topic>Mechanics</topic><toplevel>online_resources</toplevel><creatorcontrib>Braun, Alexandre Luis</creatorcontrib><creatorcontrib>Brüch, André</creatorcontrib><creatorcontrib>Maghous, Samir</creatorcontrib><collection>DataCite (Open Access)</collection><collection>DataCite</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Braun, Alexandre Luis</au><au>Brüch, André</au><au>Maghous, Samir</au><format>book</format><genre>unknown</genre><ristype>DATA</ristype><title>A mixed 3D-1D finite element formulation for analysis of geomaterial structures with embedded curvilinear inclusions: application to load transfer in mooring anchor systems</title><date>2018-08-29</date><risdate>2018</risdate><abstract>Abstract A finite element model for structural analysis of media with embedded inclusions is presented. The “embedded element concept” is adopted to model the contact interaction of two medium components along the contact interface considering a mixed 3D-1D formulation. The Mohr-Coulomb interface model is employed to define the bond-stress and bond-slip relation and strains associated with bond-slip are assumed to remain infinitesimal along the interface. Nonlinear analysis is performed with a corotational kinematics description introduced in the context of embedded approach. The problem of load transfer in mooring anchor systems was investigated and reasonable results were obtained using the present model.</abstract><pub>SciELO journals</pub><doi>10.6084/m9.figshare.7020350</doi><oa>free_for_read</oa></addata></record> |
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subjects | Civil Geotechnical Engineering FOS: Civil engineering FOS: Mechanical engineering Mechanical Engineering Mechanics |
title | A mixed 3D-1D finite element formulation for analysis of geomaterial structures with embedded curvilinear inclusions: application to load transfer in mooring anchor systems |
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