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On the Use of Eight-Pole Parameters for the Analysis of Beam Systems
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English
Abstract
The concept of four-pole parameters in dynamic analysis can be applied to high-order structural elements such as beams. In the case of beam bending and shear in a single plane, an eight-pole parameter description is indicated. General properties of eight-poles are reviewed and some examples of their application to beam systems are presented. The approach takes advantage of impedance concepts which are shown to be pertinent and most helpful.
Authors
Citation
Rubin, S., "On the Use of Eight-Pole Parameters for the Analysis of Beam Systems," SAE Technical Paper 640349, 1964, https://doi.org/10.4271/640349.Also In
References
- Pestel E. Leckie F. A. “Matrix Methods in Elastomechanics.” New York McGraw-Hill Book Co., Inc 1963
- Rubin S. “Transmission Matrices for Vibration and Their Relation to Admittance and Impedance.” J. of Engineering for Industry, Trans. ASME 86 1 Feb. 1964 2 21
- Molloy C. T. “Four Pole Parameters in Vibration Analysis,” Colloquium on Mechanical Impedance Methods for Mechanical Vibration, Trans. ASME 80 Dec. 1958 43 68
- Molloy C. T. “Application of Four-Pole Parameters to Torsional Vibration Problems,” J. of Engineering for Industry, Trans. ASME 84 1 February 1962 21 34