2005
DOI: 10.1016/j.jsv.2003.12.044
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A two-dimensional shear deformable beam element based on the absolute nodal coordinate formulation

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Cited by 96 publications
(47 citation statements)
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“…The beam finite element used in this study is based on a two-dimensional element originally proposed by Dufva et al [12]. This shear deformable element is based on the absolute nodal coordinate formulation and it includes an accurate expression of the elastic forces.…”
Section: Formulation Of the Finite Element Usedmentioning
confidence: 99%
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“…The beam finite element used in this study is based on a two-dimensional element originally proposed by Dufva et al [12]. This shear deformable element is based on the absolute nodal coordinate formulation and it includes an accurate expression of the elastic forces.…”
Section: Formulation Of the Finite Element Usedmentioning
confidence: 99%
“…In the element, a continuum mechanics approach is utilized in the exact displacement field of the shear deformable beam. This leads to the capability of accurately predicting the nonlinear deformations without suffering from shear or Poisson's locking [12].…”
Section: Formulation Of the Finite Element Usedmentioning
confidence: 99%
See 1 more Smart Citation
“…can be effective in solving a class of small deformation problems Hamed et al, 2011;Shabana, 2010 Dimtrochenko and Pogorelov, 2003;Abbas et al, 2010;Dufva et al, 2005Dufva et al, , 2007Schwab and Meijaard, 2010;Shabana and Mikkola, 2003;Tian et al, 2009;Yakoub and Shabana, 2001;Omar and Shabana, 2001). ANCF finite elements can be used to model both structural and nonstructural discontinuities in a straightforward manner Hamed et al, 2011).…”
Section: Introductionmentioning
confidence: 99%
“…In addition to the high nonlinearity of the inertia forces, the joint constraints equations developed using the FFR formulation are also highly nonlinear because of the use of orientation parameters (Korkealaakso et al, 2009). Furthermore, rigid triads and unit vectors are often used in the formulation of the joints in the rigid body and FFR algorithms, and as a result, these ideal joint formulations do not capture modes of deformation.While the FFR formulation will remain an effective approach for modeling small deformation problems because it allows for filtering out high frequency modes, the more general large rotation large deformation finite element absolute nodal coordinate formulation (ANCF)can be effective in solving a class of small deformation problems Hamed et al, 2011;Shabana, 2010 Dimtrochenko and Pogorelov, 2003;Abbas et al, 2010;Dufva et al, 2005Dufva et al, , 2007Schwab and Meijaard, 2010;Shabana and Mikkola, 2003;Tian et al, 2009;Yakoub and Shabana, 2001;Omar and Shabana, 2001). ANCF finite elements can be used to model both structural and nonstructural discontinuities in a straightforward manner Hamed et al, 2011).…”
mentioning
confidence: 99%