Modeling wind turbine blades by geometrically-exact beam and shell elements: A comparative approach
•A geometrically-exact constitutive matrix for arbitrary beam axis is presented.•Statics and dynamics of wind turbine blades are studied by beam and shell models.•Local buckling close to blades’ trailing edge was captured by shell models.•Beam models could capture well the overall geometric nonlinea...
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Veröffentlicht in: | Engineering structures 2019-02, Vol.180, p.357-378 |
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creator | Faccio Júnior, Celso Jaco Cardozo, Ana Carolina Pegoraro Monteiro Júnior, Valdemar Gay Neto, Alfredo |
description | •A geometrically-exact constitutive matrix for arbitrary beam axis is presented.•Statics and dynamics of wind turbine blades are studied by beam and shell models.•Local buckling close to blades’ trailing edge was captured by shell models.•Beam models could capture well the overall geometric nonlinearities.•Beam models could well-predict overall stiffness for cases with some local buckling.
Novel designs of wind turbine blades may lead to very flexible structures experiencing large deformation not only in extreme events but also on operational conditions. In this context, this work aims to compare two geometrically nonlinear structural modeling approaches that handle large deformation of blade structures: 3D geometrically-exact beam and shell finite element models. Specifically, the focus is on studying the accuracy limits of the beam model when compared to the shell model in scenarios of large deformations. Regarding the beam model, due to geometric complexity of typical cross-sections of wind turbine blades, a theory is adopted that allows for the creation of arbitrary multicellular cross-sections. Two simplified blade geometries are considered, and comparisons between the models are made in statics and dynamics. Results showed that the beam and shell models present very similar global behavior. Locally, however, extreme load cases led shell models to show local buckling phenomena close to the trailing edge, which may play a role in novel HAWT designs. |
doi_str_mv | 10.1016/j.engstruct.2018.09.032 |
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Novel designs of wind turbine blades may lead to very flexible structures experiencing large deformation not only in extreme events but also on operational conditions. In this context, this work aims to compare two geometrically nonlinear structural modeling approaches that handle large deformation of blade structures: 3D geometrically-exact beam and shell finite element models. Specifically, the focus is on studying the accuracy limits of the beam model when compared to the shell model in scenarios of large deformations. Regarding the beam model, due to geometric complexity of typical cross-sections of wind turbine blades, a theory is adopted that allows for the creation of arbitrary multicellular cross-sections. Two simplified blade geometries are considered, and comparisons between the models are made in statics and dynamics. Results showed that the beam and shell models present very similar global behavior. Locally, however, extreme load cases led shell models to show local buckling phenomena close to the trailing edge, which may play a role in novel HAWT designs.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2018.09.032</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Beam ; Blade ; Cross-sections ; Deformation ; Finite element method ; Flexible structures ; Geometrically-exact ; Mathematical models ; Model accuracy ; Modelling ; Shell ; Turbine blades ; Turbines ; Wind power ; Wind turbine ; Wind turbines</subject><ispartof>Engineering structures, 2019-02, Vol.180, p.357-378</ispartof><rights>2018 Elsevier Ltd</rights><rights>Copyright Elsevier BV Feb 1, 2019</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c392t-48d034414762a0856dbd884eb2cdc9965ce2058bc1088e533b5bece3dffe81c93</citedby><cites>FETCH-LOGICAL-c392t-48d034414762a0856dbd884eb2cdc9965ce2058bc1088e533b5bece3dffe81c93</cites><orcidid>0000-0002-3961-1488</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0141029618308800$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Faccio Júnior, Celso Jaco</creatorcontrib><creatorcontrib>Cardozo, Ana Carolina Pegoraro</creatorcontrib><creatorcontrib>Monteiro Júnior, Valdemar</creatorcontrib><creatorcontrib>Gay Neto, Alfredo</creatorcontrib><title>Modeling wind turbine blades by geometrically-exact beam and shell elements: A comparative approach</title><title>Engineering structures</title><description>•A geometrically-exact constitutive matrix for arbitrary beam axis is presented.•Statics and dynamics of wind turbine blades are studied by beam and shell models.•Local buckling close to blades’ trailing edge was captured by shell models.•Beam models could capture well the overall geometric nonlinearities.•Beam models could well-predict overall stiffness for cases with some local buckling.
Novel designs of wind turbine blades may lead to very flexible structures experiencing large deformation not only in extreme events but also on operational conditions. In this context, this work aims to compare two geometrically nonlinear structural modeling approaches that handle large deformation of blade structures: 3D geometrically-exact beam and shell finite element models. Specifically, the focus is on studying the accuracy limits of the beam model when compared to the shell model in scenarios of large deformations. Regarding the beam model, due to geometric complexity of typical cross-sections of wind turbine blades, a theory is adopted that allows for the creation of arbitrary multicellular cross-sections. Two simplified blade geometries are considered, and comparisons between the models are made in statics and dynamics. Results showed that the beam and shell models present very similar global behavior. Locally, however, extreme load cases led shell models to show local buckling phenomena close to the trailing edge, which may play a role in novel HAWT designs.</description><subject>Beam</subject><subject>Blade</subject><subject>Cross-sections</subject><subject>Deformation</subject><subject>Finite element method</subject><subject>Flexible structures</subject><subject>Geometrically-exact</subject><subject>Mathematical models</subject><subject>Model accuracy</subject><subject>Modelling</subject><subject>Shell</subject><subject>Turbine blades</subject><subject>Turbines</subject><subject>Wind power</subject><subject>Wind turbine</subject><subject>Wind turbines</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFkEtLAzEUhYMoWKu_wYDrGW-SeWTcleILKm50HfK4bVPmUZO02n_vSMWtq7v5zjncj5BrBjkDVt1ucuxXMYWdTTkHJnNochD8hEyYrEVWCy5OyQRYwTLgTXVOLmLcAACXEibEvgwOW9-v6KfvHU27YHyP1LTaYaTmQFc4dJiCt7ptDxl-aZuoQd1RPeJxjW1LscUO-xTv6IzaodvqoJPfI9XbbRi0XV-Ss6VuI1793il5f7h_mz9li9fH5_lskVnR8JQV0oEoClbUFdcgy8oZJ2WBhltnm6YqLXIopbEMpMRSCFMatCjccomS2UZMyc2xd5z92GFMajPsQj9OKs4kq8uqLsqRqo-UDUOMAZdqG3ynw0ExUD9G1Ub9GVU_RhU0ajQ6JmfHJI5P7D0GFa3H3qLzAUfWDf7fjm99UYUk</recordid><startdate>20190201</startdate><enddate>20190201</enddate><creator>Faccio Júnior, Celso Jaco</creator><creator>Cardozo, Ana Carolina Pegoraro</creator><creator>Monteiro Júnior, Valdemar</creator><creator>Gay Neto, Alfredo</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7ST</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-3961-1488</orcidid></search><sort><creationdate>20190201</creationdate><title>Modeling wind turbine blades by geometrically-exact beam and shell elements: A comparative approach</title><author>Faccio Júnior, Celso Jaco ; Cardozo, Ana Carolina Pegoraro ; Monteiro Júnior, Valdemar ; Gay Neto, Alfredo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c392t-48d034414762a0856dbd884eb2cdc9965ce2058bc1088e533b5bece3dffe81c93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Beam</topic><topic>Blade</topic><topic>Cross-sections</topic><topic>Deformation</topic><topic>Finite element method</topic><topic>Flexible structures</topic><topic>Geometrically-exact</topic><topic>Mathematical models</topic><topic>Model accuracy</topic><topic>Modelling</topic><topic>Shell</topic><topic>Turbine blades</topic><topic>Turbines</topic><topic>Wind power</topic><topic>Wind turbine</topic><topic>Wind turbines</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Faccio Júnior, Celso Jaco</creatorcontrib><creatorcontrib>Cardozo, Ana Carolina Pegoraro</creatorcontrib><creatorcontrib>Monteiro Júnior, Valdemar</creatorcontrib><creatorcontrib>Gay Neto, Alfredo</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Environment Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Faccio Júnior, Celso Jaco</au><au>Cardozo, Ana Carolina Pegoraro</au><au>Monteiro Júnior, Valdemar</au><au>Gay Neto, Alfredo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Modeling wind turbine blades by geometrically-exact beam and shell elements: A comparative approach</atitle><jtitle>Engineering structures</jtitle><date>2019-02-01</date><risdate>2019</risdate><volume>180</volume><spage>357</spage><epage>378</epage><pages>357-378</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>•A geometrically-exact constitutive matrix for arbitrary beam axis is presented.•Statics and dynamics of wind turbine blades are studied by beam and shell models.•Local buckling close to blades’ trailing edge was captured by shell models.•Beam models could capture well the overall geometric nonlinearities.•Beam models could well-predict overall stiffness for cases with some local buckling.
Novel designs of wind turbine blades may lead to very flexible structures experiencing large deformation not only in extreme events but also on operational conditions. In this context, this work aims to compare two geometrically nonlinear structural modeling approaches that handle large deformation of blade structures: 3D geometrically-exact beam and shell finite element models. Specifically, the focus is on studying the accuracy limits of the beam model when compared to the shell model in scenarios of large deformations. Regarding the beam model, due to geometric complexity of typical cross-sections of wind turbine blades, a theory is adopted that allows for the creation of arbitrary multicellular cross-sections. Two simplified blade geometries are considered, and comparisons between the models are made in statics and dynamics. Results showed that the beam and shell models present very similar global behavior. Locally, however, extreme load cases led shell models to show local buckling phenomena close to the trailing edge, which may play a role in novel HAWT designs.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2018.09.032</doi><tpages>22</tpages><orcidid>https://orcid.org/0000-0002-3961-1488</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Beam Blade Cross-sections Deformation Finite element method Flexible structures Geometrically-exact Mathematical models Model accuracy Modelling Shell Turbine blades Turbines Wind power Wind turbine Wind turbines |
title | Modeling wind turbine blades by geometrically-exact beam and shell elements: A comparative approach |
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