Abstract
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.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsPreview
Unable to display preview. Download preview PDF.
Author information
Authors and Affiliations
Rights and permissions
Copyright information
© 1990 Springer-Verlag Berlin Heidelberg
About this chapter
Cite this chapter
Naomis, S., Lau, P.C.M. (1990). Numerical Implementation. In: Computational Tensor Analysis of Shell Structures. Lecture Notes in Engineering, vol 58. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-84243-6_4
Download citation
DOI: https://doi.org/10.1007/978-3-642-84243-6_4
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-52852-4
Online ISBN: 978-3-642-84243-6
eBook Packages: Springer Book Archive