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

By Peter Fritz, Xiong Zheng

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

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9), and include: zone attribute resource: defines the type of a zone and its associated material resources. The material resources themselves will be abstracted as a material resource class. The possible zone types may be structured according to the project specialization. g. a tunnel project may have zone resources designated as Rock Zone, Lining Zone and Joint Zone. g. the element types and hence the element stress-strain matrix could be different. As default, a zone attribute resource will be defined for an entire solid or superelement, depending on the geometric modeling (GeoDomainRep) of the project.

ConstitutiveLaw is derived from FieldVar. It is therefore also a kind of architectural class for the physical field. Like other FieldVar classes, ConstitutiveLaw has its associated FieldVar classes and can be accessed by other FieldVar objects through its field variable type ID. A set of basic interfaces to other objects of the FE modeling subsystem, such as D and C matrices, have been prototyped which are considered to be common to all material models. It is the responsibility of the subclasses to implement them.

In terms of FEM, these may include the mesh, elements, nodes, shape functions and interpolation functions, etc. Conceptually they are related to the interpolation theory and the spatial discretization principle, which are common to all physical application types. In an objectoriented design they form the highest abstraction level of an FE application. Usually an FE modeling system is implemented specifically for a well-defined physical field, such as a seepage problem or a deformation problem, where the physical background of the modeling concept and the corresponding field variables are clearly related and simple.

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