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Download A Finite Element Framework for Geotechnical Applications by Peter Fritz, Xiong Zheng PDF

By Peter Fritz, Xiong Zheng

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1 Guidelines Since OOP is still a relatively new concept, the understanding of how a good design may be characterized has varied substantially in the last years. f. "Appendix 1: From procedural to object-oriented programming"), but is also much more comprehensive and difficult to apply. g. Riel, 1996). As an illustration of this the following example may serve. Sometimes it may even not be obvious which class should be derived from the other. Is a beam an extension of a bar, where forces may also act outside the axis, or is a bar a special kind of beam where only forces in its axis are acting?

Element analysis is then done in the mapped space and is subsequently remapped by means of coordinate transformations. 1 In "granularity" the cohesion and the angle of friction are comprised. Page 50 IMAGINE – an FE Framework In IMAGINE, the shape information, both geometrical and analytical, are abstracted and modeled by the FemShape class hierarchy, as shown in Fig. 21. a) FemShape classes b) Numeric integration classes Fig. e. they just serve as generic classes which cannot be instantiated. Derived classes of them are the actual shape templates which are responsible to provide detailed information.

They just serve as generic classes which cannot be instantiated. Derived classes of them are the actual shape templates which are responsible to provide detailed information. In addition to local geometric information, other important information that FemShape (and its subclasses) is expected to provide is local topological information and local analytical information. Local topological information include local indexed face-side-vertex structures. It is predefined for every shape template. g. the calculation of distributed loads.

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