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Erschienen in:
1990 | OriginalPaper | Buchkapitel
Numerical Implementation
verfasst von : Dr. Steve Naomis, Dr. Paul C. M. Lau
Erschienen in: Computational Tensor Analysis of Shell Structures
Verlag: Springer Berlin Heidelberg
Enthalten in: Professional Book Archive
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In the previous chapter, the curvilinear finite difference method was derived in general form for two dimensional field problems and combined with the Principle of Virtual Displacements to formulate a technique capable of determining the free vibration characteristics of shell structures. Included within the following sections are details relating to the implementation of a second order nine node and a third order sixteen node finite difference approximation.