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Explicit stability conditions for integro‐differential equations with periodic coefficients
Author(s) -
Drozdov Aleksey
Publication year - 1998
Publication title -
mathematical methods in the applied sciences
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.719
H-Index - 65
eISSN - 1099-1476
pISSN - 0170-4214
DOI - 10.1002/(sici)1099-1476(19980510)21:7<565::aid-mma871>3.0.co;2-w
Subject(s) - mathematics , floquet theory , stability (learning theory) , differential equation , mathematical analysis , operator (biology) , bounded function , lyapunov function , nonlinear system , physics , computer science , biochemistry , chemistry , repressor , quantum mechanics , machine learning , transcription factor , gene
New explicit stability conditions are derived for a linear integro‐differential equation with periodic operator coefficients. The equation under consideration describes oscillations of thin‐walled viscoelastic structural members driven by periodic loads. To develop stability conditions two approaches are combined. The first is based on the direct Lyapunov method of constructing stability functionals. It allows stability conditions to be derived for unbounded operator coefficients, but fails to correctly predict the critical loads for high‐frequency excitations. The other approach is based on transforming the equation under consideration in such a way that an appropriate ‘differential’ part of the new equation would possess some reserve of stability. Stability conditions for the transformed equation are obtained by using a technique of integral estimates. This method provides acceptable estimates of the critical forces for periodic loads, but can be applied to equations with bounded coefficients only. Combining these two approaches, we derive explicit stability conditions which are close to the Floquet criterion when the integral term vanishes. These conditions are applied to the stability problem for a viscoelastic bar compressed by periodic forces. The effect of material and structural parameters on the critical load is studied numerically. © 1998 B. G. Teubner Stuttgart–John Wiley & Sons Ltd.