Fully Eulerian fluid–structure interaction for time-dependent problems
A fully Eulerian framework formulation for solving time-dependent fluid–structure interaction problems is proposed in this work. Although some preliminary work on this approach exists for stationary configurations, it remains to validate nonstationary processes. The formulation is stated in an impli...
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Veröffentlicht in: | Computer methods in applied mechanics and engineering 2013-03, Vol.255, p.14-26 |
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description | A fully Eulerian framework formulation for solving time-dependent fluid–structure interaction problems is proposed in this work. Although some preliminary work on this approach exists for stationary configurations, it remains to validate nonstationary processes. The formulation is stated in an implicit monolithic frame of reference. A finite difference scheme is used for temporal discretization whereas the spatial discretization is based on a Galerkin finite element scheme. The nonlinear problem is solved with a Newton method and with analytical evaluation of the Jacobian matrix. In contrast to interface tracking methods (for example, the arbitrary Lagrangian–Eulerian approach), the interface must be captured, which is similar to the level-set method. Consequently, the interface is allowed to intersect mesh cells, which is a crucial difficulty of this method where appropriate treatment must be suggested. The proposed formulation is substantiated by three numerical tests in which the performance of fully Eulerian fluid–structure interaction is demonstrated. |
doi_str_mv | 10.1016/j.cma.2012.11.009 |
format | Article |
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Although some preliminary work on this approach exists for stationary configurations, it remains to validate nonstationary processes. The formulation is stated in an implicit monolithic frame of reference. A finite difference scheme is used for temporal discretization whereas the spatial discretization is based on a Galerkin finite element scheme. The nonlinear problem is solved with a Newton method and with analytical evaluation of the Jacobian matrix. In contrast to interface tracking methods (for example, the arbitrary Lagrangian–Eulerian approach), the interface must be captured, which is similar to the level-set method. Consequently, the interface is allowed to intersect mesh cells, which is a crucial difficulty of this method where appropriate treatment must be suggested. 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Although some preliminary work on this approach exists for stationary configurations, it remains to validate nonstationary processes. The formulation is stated in an implicit monolithic frame of reference. A finite difference scheme is used for temporal discretization whereas the spatial discretization is based on a Galerkin finite element scheme. The nonlinear problem is solved with a Newton method and with analytical evaluation of the Jacobian matrix. In contrast to interface tracking methods (for example, the arbitrary Lagrangian–Eulerian approach), the interface must be captured, which is similar to the level-set method. Consequently, the interface is allowed to intersect mesh cells, which is a crucial difficulty of this method where appropriate treatment must be suggested. The proposed formulation is substantiated by three numerical tests in which the performance of fully Eulerian fluid–structure interaction is demonstrated.</description><subject>Computer simulation</subject><subject>Finite elements</subject><subject>Fluid–structure interaction</subject><subject>Fully Eulerian approach</subject><subject>Level set</subject><subject>Monolithic formulation</subject><issn>0045-7825</issn><issn>1879-2138</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNp9kLFOwzAQhi0EEqXwAGwZWRJ8dpw4YkJVC0iVWGC2HOcsuXKSYjtI3XgH3pAnIVWZueWG-7873UfILdACKFT3u8L0umAUWAFQUNqckQXIuskZcHlOFpSWIq8lE5fkKsYdnUsCW5DnzeT9IVtPHoPTQ2b95Lqfr--YwmTSFDBzQ8KgTXLjPB1DllyPeYd7HDocUrYPY-uxj9fkwmof8eavL8n7Zv22es63r08vq8dtbjinKecdE6WWtG5BCKGRUeRWtEJIKiSUlbWNppYJC1zzBmptRIu1xla2tMRW8CW5O-2dD39MGJPqXTTovR5wnKICXgkAUVXVHIVT1IQxxoBW7YPrdTgooOpoTe3UbE0drSkANVubmYcTg_MPnw6DisbhYLBzAU1S3ej-oX8BRdZ2bw</recordid><startdate>20130301</startdate><enddate>20130301</enddate><creator>Wick, Thomas</creator><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>20130301</creationdate><title>Fully Eulerian fluid–structure interaction for time-dependent problems</title><author>Wick, Thomas</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c330t-3d254a807b1555ae20e3f5b558058146ff9a0f25f13a3917ac5be7aeb8b04eb53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Computer simulation</topic><topic>Finite elements</topic><topic>Fluid–structure interaction</topic><topic>Fully Eulerian approach</topic><topic>Level set</topic><topic>Monolithic formulation</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wick, Thomas</creatorcontrib><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Computer methods in applied mechanics and engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wick, Thomas</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Fully Eulerian fluid–structure interaction for time-dependent problems</atitle><jtitle>Computer methods in applied mechanics and engineering</jtitle><date>2013-03-01</date><risdate>2013</risdate><volume>255</volume><spage>14</spage><epage>26</epage><pages>14-26</pages><issn>0045-7825</issn><eissn>1879-2138</eissn><abstract>A fully Eulerian framework formulation for solving time-dependent fluid–structure interaction problems is proposed in this work. Although some preliminary work on this approach exists for stationary configurations, it remains to validate nonstationary processes. The formulation is stated in an implicit monolithic frame of reference. A finite difference scheme is used for temporal discretization whereas the spatial discretization is based on a Galerkin finite element scheme. The nonlinear problem is solved with a Newton method and with analytical evaluation of the Jacobian matrix. In contrast to interface tracking methods (for example, the arbitrary Lagrangian–Eulerian approach), the interface must be captured, which is similar to the level-set method. Consequently, the interface is allowed to intersect mesh cells, which is a crucial difficulty of this method where appropriate treatment must be suggested. 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subjects | Computer simulation Finite elements Fluid–structure interaction Fully Eulerian approach Level set Monolithic formulation |
title | Fully Eulerian fluid–structure interaction for time-dependent problems |
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