1965
DOI: 10.1115/1.3627306
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Dynamic Stability of Elastic Systems

Abstract: REVIEWED BY M. H. RICHMAN 1 THIS WORK by John Wulff and his associates consists of four individual volumes each devoted to a different aspect of materials science. The subjects of the various volumes are as follows: (1) Structure, (2) Thermodynamics of Structures, (3) Mechanical Behavior, and (4) Electronic Properties. The series is designed to offer a comprehensive introduction to the structure, properties and behavior of solid materials-metals, polymers, and ceramics. The authors have tried to balance the ph… Show more

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Cited by 263 publications
(312 citation statements)
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“…The most popular and very effective method is that referred to as Bolotin's method [16]. In applying it one assumes the solution on the stability limits to be of the form of a truncated Fourier series: After substitution of expression (2.6) into equations (2.1) the coefficients of the individual harmonic components are equated separately to zero; this procedure is called the harmonic balance method.…”
Section: The General Equations and The Comparison Of The Results Of Tmentioning
confidence: 99%
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“…The most popular and very effective method is that referred to as Bolotin's method [16]. In applying it one assumes the solution on the stability limits to be of the form of a truncated Fourier series: After substitution of expression (2.6) into equations (2.1) the coefficients of the individual harmonic components are equated separately to zero; this procedure is called the harmonic balance method.…”
Section: The General Equations and The Comparison Of The Results Of Tmentioning
confidence: 99%
“…The method relies upon assuming the solution on the stability limits to be in the form of a Fourier series and applying the harmonic balance procedure. It is often referred to as Bolotin's method [16]. It is worth noting that the results as obtained by Bolotin's and a "small parameter" method, respectively, with both solutions of the same form as functions of time, show considerable discrepancies between one another in the case of systems with more than one degree of freedom.…”
Section: Introductionmentioning
confidence: 96%
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“…Earlier studies on the dynamic stability of columns are briefly discussed (Timoshenko and Gere, 1961). The theory and application of the dynamic stability behavior of structures have been exhaustively given in the classic work of Bolotin (Bolotin, 1964). The first finite element (FE) studies on this topic for columns with various boundary conditions (Brown et al 1968).…”
Section: Introductionmentioning
confidence: 99%