Asymptotics of the eigenmodes and stability of an elastic structure with general feedback matrix
Abstract The distribution of natural frequencies of the Euler–Bernoulli beam subject to fully non-dissipative boundary conditions is investigated. The beam is clamped at the left end and equipped with a 4-parameter ($\alpha ,\beta ,k_1,k_2$) linear boundary feedback law at the right end. The $2 \tim...
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Published in | IMA journal of applied mathematics Vol. 84; no. 5; pp. 873 - 911 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Oxford University Press
11.10.2019
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Subjects | |
Online Access | Get full text |
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