2013
DOI: 10.1002/nme.4517
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Nonlinear rotation‐free three‐node shell finite element formulation

Abstract: SUMMARYA new triangular thin‐shell finite element formulation is presented, which employs only translational degrees of freedom. The formulation allows for large deformations, and it is based on the nonlinear Kirchhoff thin‐shell theory. A number of static and dynamic test problems are considered for which analytical or benchmark solutions exist. Comparisons between the predictions of the new model and these solutions show that the new model accurately reproduces complex nonlinear analytical solutions as well … Show more

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Cited by 17 publications
(25 citation statements)
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“…2. The leaflets of a heart valve are represented as three-dimensional surfaces and modeled as thin flexible shells with stretched and bending stiffness [28]. The fluid and solid domains intersect at the interface: Γ fsi = Ω s Ω f .…”
Section: Governing Equations and Numerical Methodsmentioning
confidence: 99%
See 3 more Smart Citations
“…2. The leaflets of a heart valve are represented as three-dimensional surfaces and modeled as thin flexible shells with stretched and bending stiffness [28]. The fluid and solid domains intersect at the interface: Γ fsi = Ω s Ω f .…”
Section: Governing Equations and Numerical Methodsmentioning
confidence: 99%
“…The fluid solver is based on the CURVIB approach of Ge and Sotiropoulos [27], which uses the hybrid stagger/non-staggered approach originally proposed by Gilmanov and Sotiropoulos [30] to solve the governing equations in generalized curvilinear grids with complex immersed boundaries [27]. For the structural solver, we use the FE model proposed by Stolarski et al [28], which approximates the shell curvature tensor, associated with a main element and three surrounding elements, using a complete quadratic polynomial in a moving with the shell rectilinear coordinate system attached to that element. This approach permits accurate approximations in the evaluation of the element curvature tensor.…”
Section: Fsi Algorithm For Solving the Fluid And Structure Equationsmentioning
confidence: 99%
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“…Existing 3-node triangular shell elements can be categorized into 4 types: Type 1 with only 3 displacement degrees-of-freedom (dofs) per node [14][15][16][17][18][19][20][21][22]; Type 2 with 3 displacement dofs and 2 rotational dofs per node [23][24][25]; Type 3 with 3 displacement dofs at the vertices and the rotational dofs at side nodes [26][27]; Type 4 with 3 displacement dofs and 3 rotational dofs per node [28][29][30][31][32][33]. Most existing 3-node rotation-free triangular shell elements are based on the Kirchhoff assumption, ignoring shear deformation, can therefore only be employed in modeling thin plate and shell problems [21].…”
Section: Introductionmentioning
confidence: 99%