A two-dimensional co-rotational Timoshenko beam element with XFEM formulation
Pin connections and plastic hinges produce non-smooth displacement fields in beam structures. By using an appropriate extended finite element method (XFEM), non-smooth solutions can be obtained by regular coarse meshes, which do not necessarily conform to pins or plastic hinges. In this paper, a tw...
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sg-ntu-dr.10356-1020862020-03-07T11:45:54Z A two-dimensional co-rotational Timoshenko beam element with XFEM formulation Xu, Jin Lee, Chi King Tan, Kang Hai School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design Pin connections and plastic hinges produce non-smooth displacement fields in beam structures. By using an appropriate extended finite element method (XFEM), non-smooth solutions can be obtained by regular coarse meshes, which do not necessarily conform to pins or plastic hinges. In this paper, a two-dimensional co-rotational beam element with XFEM formulation to simulate pin connections and plastic hinges is presented. Enrichments for the rotation and the deflection approximations are embedded in a co-rotational frame to capture the non-smoothness in both small and large deformations. Numerical examples on pin connections and plastic hinges demonstrate the accuracy and robustness of the present formulation. Accepted version 2014-03-14T00:59:19Z 2019-12-06T20:49:31Z 2014-03-14T00:59:19Z 2019-12-06T20:49:31Z 2011 2011 Journal Article Xu, J., Lee, C. K., & Tan, K. H. (2012). A two-dimensional co-rotational Timoshenko beam element with XFEM formulation. Computational Mechanics, 49(5), 667-683. https://hdl.handle.net/10356/102086 http://hdl.handle.net/10220/18892 10.1007/s00466-011-0670-x en Computational mechanics © 2011 Springer-Verlag. This is the author created version of a work that has been peer reviewed and accepted for publication by Computational Mechanics, Springer-Verlag. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI: http://dx.doi.org/10.1007/s00466-011-0670-x]. 77 p. application/pdf |
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DRNTU::Engineering::Civil engineering::Structures and design Xu, Jin Lee, Chi King Tan, Kang Hai A two-dimensional co-rotational Timoshenko beam element with XFEM formulation |
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Pin connections and plastic hinges produce non-smooth displacement fields in beam structures. By using an appropriate extended finite element method (XFEM), non-smooth solutions can be obtained by regular coarse meshes, which do not necessarily conform to pins or plastic hinges. In
this paper, a two-dimensional co-rotational beam element with XFEM formulation to simulate pin connections and plastic hinges is presented. Enrichments for the rotation and the deflection approximations are embedded in a co-rotational frame to capture the non-smoothness in both small and large deformations. Numerical examples on pin connections and plastic hinges demonstrate the accuracy and robustness of the present formulation. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Xu, Jin Lee, Chi King Tan, Kang Hai |
format |
Article |
author |
Xu, Jin Lee, Chi King Tan, Kang Hai |
author_sort |
Xu, Jin |
title |
A two-dimensional co-rotational Timoshenko beam element with XFEM formulation |
title_short |
A two-dimensional co-rotational Timoshenko beam element with XFEM formulation |
title_full |
A two-dimensional co-rotational Timoshenko beam element with XFEM formulation |
title_fullStr |
A two-dimensional co-rotational Timoshenko beam element with XFEM formulation |
title_full_unstemmed |
A two-dimensional co-rotational Timoshenko beam element with XFEM formulation |
title_sort |
two-dimensional co-rotational timoshenko beam element with xfem formulation |
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2014 |
url |
https://hdl.handle.net/10356/102086 http://hdl.handle.net/10220/18892 |
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1681048678345736192 |