By Peter Fritz, Xiong Zheng
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Additional info for A Finite Element Framework for Geotechnical Applications Based on Object-orientated Programming
They are connected to the system by being derived from FemSeqObj. They are linked to appropriate DOF objects through the IDs returned from the virtual function getJointNodeDOFID. Object-oriented design Page 47 Each object of FemLoad is capable of handling a group of actual loads applied to a group of target objects, as long as the loading specifications remain constant. 5 Constraint concept The term "constraint" refers to the essential boundary conditions of the governing PDEs of an engineering physical problem.
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. Local analytical information of a shape template refers to its shape functions and the derivatives of these shape functions at given points of the shape.
The objects representing these capabilities will be created externally and bound to FemElem dynamically. Several ElemStateVar objects representing different field variable types are allowed to be linked. Additionally, the basic interface between the local element level and the global structural level is defined in FemElem at an abstracted level. It is a set of mostly virtual functions which get their content from member objects. As default, FemElem assembles the information returned from its member objects, such as the interpolation scheme, geometric derivative matrix B and material matrix D to form inherent Object-oriented design Page 43 element properties, such as element stiffness matrix and element nodal force vector, using standard element analysis formulas.
A Finite Element Framework for Geotechnical Applications Based on Object-orientated Programming by Peter Fritz, Xiong Zheng