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This article is cited in 2 scientific papers (total in 2 papers)
Perturbation approach to dynamic buckling of a statically pre-loaded, but viscously damped elastic structure
G. E. Ozoigboa, A. M. Etteb a Alex Ekwueme Federal University NDUFU Alike, IKWO, Ebonyi, Nigeria
b Federal University of Technology, Owerri, Imo, Nigeria
Abstract:
In this paper, we embark on analytical determination of the dynamic buckling of a statically pre-loaded elastic structure subjected to step loading. We first employ a two-timing regular perturbation procedure for asymptotic determination of a uniformly valid expansion of the displacement. The dynamic buckling load is determined nontrivially and is related to the corresponding static load. The dynamic buckling load is studied as a function of various problem parameters: degree of damping, initial imperfection, and static pre-loading.
Keywords:
perturbation, static pre-loading, viscous damping, cubic model, step load.
Received: 22.01.2020 Revised: 24.03.2020 Accepted: 27.04.2020
Citation:
G. E. Ozoigbo, A. M. Ette, “Perturbation approach to dynamic buckling of a statically pre-loaded, but viscously damped elastic structure”, Prikl. Mekh. Tekh. Fiz., 61:6 (2020), 108–123; J. Appl. Mech. Tech. Phys., 61:6 (2020), 1001–1015
Linking options:
https://www.mathnet.ru/eng/pmtf258 https://www.mathnet.ru/eng/pmtf/v61/i6/p108
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Abstract page: | 23 | First page: | 2 |
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