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Języki publikacji
Abstrakty
The paper presents an analysis of dynamic buckling of a sandwich bar compressed by a periodically variable force. In order to determine the stability of the bar transverse motion equations of its transverse vibration were formulated. From the equations of motion, differential equations interrelating of the bar dynamic deflection with space and time were derived. The partial differential equations were solved using the method of separation of variables (Fourier’s method). Then an ordinary differential equation (Hill’s equation) describing the bar vibration was solved. An analysis of the solution became the basis for determining the regions of sandwich bar motion instability. Finally, the critical damping coefficient values at which parametric resonance occurs have been calculated.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
217--227
Opis fizyczny
Twórcy
autor
- Wrocław University of Technology Wrocław, Poland
Bibliografia
- 1. Z. Dzygadło, S. Kaliski, L. Solarz, E. Włodarczyk, Vibratiions and waves, WAT,Warsaw 1965.
- 2. N.W. McLachlan, Theory and application of Mathieu functions, Oxford 1947.
- 3. W. Morzuch, Dynamic stability of a sandwich bar compressed by a time-dependent force [in Polish], Rozprawy Inzynierskie, 37, 2, 1989.
- 4. J.F. Plantema, Sandwich construction, Stanford University, London 1966.
- 5. F. Romanów, L. Stricker, J. Teisseyre, Stability of sandwich structures [in Polish], Skrypt Politechniki Wrocławskiej, Wrocław 1972.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB2-0030-0012