Set (structure) and ALE material set (fluid).Īle Reference System Curve entities defines a motion and/or a deformation prescribed for a geometric entity, whereĪ geometric entity may be any part, part set, node set, or segment set.Īle Reference System Group entities used to associate a geometric entity to a reference system type.Īle Reference System Node entities defines a group of nodes that control the motion of an ALE mesh.Īle Reference System Switch entities allows for the time-dependent switches between different types of reference systems, Collected entities are mutually exclusive to a collector.Įntities which are given a name but are not collected or organized into containers.Īccelerometer entities measure acceleration in the simulation.Īle Fsi Projection entities provide a coupling method for simulating the interaction between a Lagrangian material Reside within one, and only one, collector. Collected entities are nameless entities which must
Solver interfaces supported in HyperWorks.Ī solver interface is made up of a template and a FE-input reader.Ĭollectors are named organizational containers for collected entities.
Set up your sessions in HyperWorks and create report templates. Learn how to create, open, import and save models. 254-271.Learn the basics and discover the workspace.ĭiscover HyperWorks functionality with interactive tutorials. (2002), "Using finite strain 3D‐material models in beam and shell elements", Engineering Computations, Vol. The algorithm satisfies the stress condition at each integration point on the element level. To this effect a local algorithm will be developed to condense an arbitrary 3D‐material law with respect to the zero‐stress condition. The subject of this paper is to incorporate physically non‐linear 3D‐material laws in beam and shell elements. Considering the zero‐stress condition requires a reformulation of these material laws, which is often complicated. finite strain models are often described in the 3D‐continuum. This requires a material law respecting the stress condition for each finite element formulation. The mechanical models of beams and shells are usually based upon zero‐stress conditions. In this paper an interface is derived between arbitrary three‐dimensional material laws and finite elements which include special stress conditions.
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