2008
DOI: 10.1016/j.compstruc.2007.07.008
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An unstructured finite volume approach for structural dynamics in response to fluid motions

Abstract: A new cell-vortex unstructured finite volume method for structural dynamics is assessed for simulations of structural dynamics in response to fluid motions. A robust implicit dual-time stepping method is employed to obtain time accurate solutions. The resulting system of algebraic equations is matrix-free and allows solid elements to include structure thickness, inertia, and structural stresses for accurate predictions of structural responses and stress distributions. The method is coupled with a fluid dynamic… Show more

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Cited by 44 publications
(39 citation statements)
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“…The incompressible Navier-Stokes equations are solved in an Arbitrary Lagrangian-Eulerian framework. 24,25 The equations are normalized using the alveolus mouth dimension of L = 416 m and peak velocity of U 0 = 0.032 m / s. A sinusoidal flow rate is specified at one end of the duct while a Neumann boundary condition is employed at the other. Homothetic wall motion, where corresponding sides of the duct and al-veolar wall remain parallel in a geometric expansion or contraction is prescribed.…”
Section: A Lagrangian Methodsmentioning
confidence: 99%
“…The incompressible Navier-Stokes equations are solved in an Arbitrary Lagrangian-Eulerian framework. 24,25 The equations are normalized using the alveolus mouth dimension of L = 416 m and peak velocity of U 0 = 0.032 m / s. A sinusoidal flow rate is specified at one end of the duct while a Neumann boundary condition is employed at the other. Homothetic wall motion, where corresponding sides of the duct and al-veolar wall remain parallel in a geometric expansion or contraction is prescribed.…”
Section: A Lagrangian Methodsmentioning
confidence: 99%
“…As will be shown in this paper, this results in unwanted inaccuracies when modelling beams under bending. An alternative would be to evaluate strains at element centres, similar to the finite element method, as proposed in [23]. In this case, displacement gradients for element M in Figure 2 are calculated as:…”
Section: Proposed Hybrid Finite Volume Methodsmentioning
confidence: 99%
“…For a continuum undergoing steady deformation, Cauchy's equation [20] is effectively a static equilibrium equation:…”
Section: Governing Equation Formentioning
confidence: 99%
“…For simplicity, a homogenous isotropic material is assumed for the tongue, thus, σ = Dε where ε is the strain vector and D is the constitutive elastic stiffness matrix (which is a function of Young's modulus, E, and Poisson ratio, ν of the structural material). Considering small deformation theory, second-order terms in the Green-Lagrange strain tensor [20] could be neglected. Thus, the strain-displacement relationship could be described as:…”
Section: Governing Equation Formentioning
confidence: 99%