Defining the Eulerian Boundary
Eulerian boundaries must be defined at surfaces on the Eulerian mesh boundary. You cannot define multiple Eulerian boundaries at the same surface.
ProductsAbaqus/ExplicitAbaqus/CAE Defining the Eulerian BoundaryEulerian boundaries must be defined at surfaces on the Eulerian mesh boundary. You cannot define multiple Eulerian boundaries at the same surface. Defining the Inflow ConditionYou can use the inflow condition to control the flow of material into the Eulerian domain. Free InflowIf no Eulerian boundary is defined, material can flow into the Eulerian domain freely; and the material content and the state of each inflow material are equal to that which presently exists within the element. If an Eulerian boundary is defined, free inflow is the default inflow condition. No InflowYou can specify an Eulerian boundary where no inflow can occur—no material or void can flow into the Eulerian domain through the specified boundary. The normal component of the velocity is set to zero if the velocity is directed inward at the boundary, while the tangential component of the velocity remains unchanged. Void InflowYou can also specify a boundary through which inflow can occur but the influx volume contains only void. Due to the inflow of void, an Eulerian domain that is initially completely full of material might become partially full during the analysis. Defining the Outflow ConditionThe outflow condition can be used to simulate an unbounded domain by reducing reflection at the outflow boundary or to prescribe a pressure field at the boundary. Free OutflowIf no Eulerian boundary condition is specified, material can flow out of the Eulerian domain freely; and the material content and the state of each outflow material are equal to that which presently exists within the element. If an Eulerian boundary condition is defined, free outflow is the default behavior if the void inflow condition is specified at the same surface. Nonreflecting OutflowA nonreflecting outflow condition can be used in boundary value problems defined in unbounded domains or problems in which the region of interest is small in size compared to the surrounding medium. Like the infinite element formulation described in Using Solid Medium Infinite Elements in Dynamic Analyses, the nonreflecting outflow condition introduces additional normal and shear tractions on the domain boundary that are proportional to the normal and shear components of the velocity of the boundary. These boundary damping constants are chosen to minimize the reflection of dilatational and shear wave energy back into the finite element mesh. This condition does not provide perfect transmission of energy out of the mesh except in the case of plane body waves impinging orthogonally on the boundary in an isotropic medium. However, it usually provides acceptable modeling for most practical cases. An exception is the case when significant material transport occurs through the boundary, in which case this condition is not suitable to be used. Equilibrium OutflowEquilibrium outflow is another outflow condition that can effectively reduce spurious reflection at artificial outflow boundaries in unbounded domains. It is assumed that the stress is zero-order continuous across the element faces on the boundary. Traction is applied to these element faces to balance the nodal forces created by the stress in the boundary elements. This condition is usually applied at the outflow boundary where the pressure distribution is unknown. Zero-Pressure OutflowIt is common in flow problems to specify a zero pressure at the outlet of the flow. Since the normal traction on the boundary contains the contribution from both the pressure and the shear stress, the natural boundary condition, also known as the “do-nothing condition,” is not sufficient to provide such a condition if the shear behavior of the flow is also considered. The zero pressure outflow condition applies a traction that counteracts the shear contribution and, thus, generates a uniformly distributed pressure field on the boundary. You can apply a distributed surface load (see Surface Tractions and Pressure Loads) on the same boundary to specify a nonzero pressure. This is the default outflow condition if the inflow condition is not specified. Applying Fixed Boundary Conditions in the Normal DirectionYou can specify an Eulerian boundary where the flow direction is tangential to the specified boundary surface. Eliminate the normal component of the flow by combining the no inflow and no outflow conditions. Using Eulerian Boundaries in Restart AnalysesYou can define a new Eulerian boundary in a restart analysis, but you cannot specify a void inflow condition at this boundary. In addition, you cannot change the inflow condition at an existing Eulerian boundary to the void inflow condition in a restart analysis. |