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By Peter Fritz, Xiong Zheng

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Additional info for A Finite Element Framework for Geotechnical Applications Based on Object-orientated Programming

Sample text

For this a solid is represented by its boundaries (faces), the faces by their edges, and the edges by vertices. Boundary Models are typically created by sweeping 2dimensionals faces, and by unifying, intersecting and subtracting individual solids. From the user's perspective the Boundary Model approach is especially suited for graphical constructions. From the programmers perspective boundary models are prime candidates for an object-oriented approach. In the course of the IMAGINE project an independent solid modeler was developed which applies the theory of Mäntylä (1988) to OOP.

3 "Solid model versus superelements". 3 Project resources and their management An FE run needs a variety of resources to completely specify a specific application problem. These may include material properties, loads, etc. Ultimately they must be known at the discretized finite element level. This aspect will be discussed in the context of the FE modeling subsystem. Here, in the context of the project and resource management subsystem, these resources are treated at a higher level. g. a zone may be defined where certain characteristics apply.

The base class of the element hierarchy is FemElem (Fig. 15a), which is derived from FemSeqObj. FemElem is an abstraction of a generic element. It is configurable in terms of CoOrdSys, FemShape, FemMaterial, ElemStateVar, etc. The primary responsibility of FemElem at this level is to provide coordinates and connectivity information through its node list to the outside. This includes also the geometric subdivision of an element. Other capabilities of FemElem may be considered as open issues. The objects representing these capabilities will be created externally and bound to FemElem dynamically.

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