Zobrazeno 1 - 10
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pro vyhledávání: '"M, Ette"'
Publikováno v:
Mechanics of Solids. 58:202-215
Akademický článek
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Publikováno v:
Mechanics of Solids. 57:412-426
Publikováno v:
Earthline Journal of Mathematical Sciences. :181-193
The exact and asymptotic analyses of the buckling of a quadratic-cubic model structure subjected to static loading are discussed. The governing equation is first solved using the phase plane method and next, using the method of asymptotics. In the as
Autor:
A. M. Ette, G. E. Ozoigbo
Publikováno v:
Journal of Applied Mechanics and Technical Physics. 61:1001-1015
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 uniform
Autor:
A. M. Ette, J. U. Chukwuchekwa
Publikováno v:
Journal of Mathematical Sciences & Computational Mathematics. 1:166-178
In this investigation, regular perturbation procedures in asymptotic expansions of the relevant variables are employed to discuss the static buckling analysis of a finite deterministically imperfect but viscously damped column resting on some quadrat
Publikováno v:
Far East Journal of Mathematical Sciences (FJMS). 122:81-87
Publikováno v:
Journal of Advances in Mathematics and Computer Science. :1-19
This investigation is concerned with analytically determining the dynamic buckling load of an imperfect cubic-quintic nonlinear elastic model structure struck by an explicitly time-dependent but slowly varying load that is continuously decreasing in
Publikováno v:
Journal of Advances in Mathematics and Computer Science. :1-35
In this paper, the static and dynamic buckling loads of a viscously damped imperfect finite column lying on an elastic foundation with cubic – quintic nonlinearity but trapped by a step load (in the dynamic case) is investigated analytically. The m
Autor:
A. M. Ette, G. E. Ozoigbo
Publikováno v:
Journal of Applied Mathematics and Physics. :2868-2882
The static buckling load of an imperfect circular cylindrical shell is here determined asymptotically with the assumption that the normal displacement can be expanded in a double Fourier series. The buckling modes considered are the ones that are par