Three Dimensional Fully Parameterized Triangular Plate Element Based on the Absolute Nodal Coordinate FormulationSource: Journal of Computational and Nonlinear Dynamics:;2013:;volume( 008 ):;issue: 004::page 41016Author:Mohamed, Abdel
DOI: 10.1115/1.4024729Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: In this work, a new threedimensional fully parameterized triangular plate element based on the absolute nodal coordinate formulation (ANCF) is introduced. This plate element has 12 coordinates per node; therefore, it can be used in thick plate applications. The proposed 12 shape functions are obtained by adding three shape functions to the nine shape functions that were previously used with the ANCF thin triangular plate element. Unlike the existing ANCF thin triangular plate element, which allows only the use of classical Kirchoff's plate theory, the fully parameterized ANCF triangular plate element proposed in this work allows for the use of a general continuum mechanics approach and also allows for a straight forward implementation of general nonlinear constitutive equations. Moreover, all deformation modes including thickness deformation can be captured using the fully parameterized ANCF triangular plate element proposed in this paper. The numerical results obtained in this investigation show that in case of negligible deformation, the fully parameterized ANCF triangular plate element behaves like a rigid body. Moreover, it is found that there is a good agreement between the solutions obtained using the proposed fully parameterized ANCF triangular plate element and the theoretical model in the case of small deformations. Furthermore, it is shown that the results of the proposed element agree well with the results obtained using the existing fully parameterized ANCF rectangular plate element when large deformation conditions are applied. The twist behavior of the proposed element is verified by comparison with the results obtained using a conventional nonlinear rectangular plate element.
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contributor author | Mohamed, Abdel | |
date accessioned | 2017-05-09T00:57:01Z | |
date available | 2017-05-09T00:57:01Z | |
date issued | 2013 | |
identifier issn | 1555-1415 | |
identifier other | cnd_8_4_041016.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/151168 | |
description abstract | In this work, a new threedimensional fully parameterized triangular plate element based on the absolute nodal coordinate formulation (ANCF) is introduced. This plate element has 12 coordinates per node; therefore, it can be used in thick plate applications. The proposed 12 shape functions are obtained by adding three shape functions to the nine shape functions that were previously used with the ANCF thin triangular plate element. Unlike the existing ANCF thin triangular plate element, which allows only the use of classical Kirchoff's plate theory, the fully parameterized ANCF triangular plate element proposed in this work allows for the use of a general continuum mechanics approach and also allows for a straight forward implementation of general nonlinear constitutive equations. Moreover, all deformation modes including thickness deformation can be captured using the fully parameterized ANCF triangular plate element proposed in this paper. The numerical results obtained in this investigation show that in case of negligible deformation, the fully parameterized ANCF triangular plate element behaves like a rigid body. Moreover, it is found that there is a good agreement between the solutions obtained using the proposed fully parameterized ANCF triangular plate element and the theoretical model in the case of small deformations. Furthermore, it is shown that the results of the proposed element agree well with the results obtained using the existing fully parameterized ANCF rectangular plate element when large deformation conditions are applied. The twist behavior of the proposed element is verified by comparison with the results obtained using a conventional nonlinear rectangular plate element. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Three Dimensional Fully Parameterized Triangular Plate Element Based on the Absolute Nodal Coordinate Formulation | |
type | Journal Paper | |
journal volume | 8 | |
journal issue | 4 | |
journal title | Journal of Computational and Nonlinear Dynamics | |
identifier doi | 10.1115/1.4024729 | |
journal fristpage | 41016 | |
journal lastpage | 41016 | |
identifier eissn | 1555-1423 | |
tree | Journal of Computational and Nonlinear Dynamics:;2013:;volume( 008 ):;issue: 004 | |
contenttype | Fulltext |