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IssuesArchive of Issues2022-2pp.412-426

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A. M. Ette, G. E. Ozoigbo, J. U. Chukwuchekwa, W. I. Osuji, and A. C. Osuji, "On the Dynamic Buckling of a Pre – Statically Loaded Cubic Elastic Model Structure Struck by a Slowly Varing Explicitly Time Dependent Load," Mech. Solids. 57 (2), 412-426 (2022)
Year 2022 Volume 57 Number 2 Pages 412-426
DOI 10.3103/S0025654422020157
Title On the Dynamic Buckling of a Pre – Statically Loaded Cubic Elastic Model Structure Struck by a Slowly Varing Explicitly Time Dependent Load
Author(s) A. M. Ette (Department of mathematics, Federal University of Technology, Ow - Erri. Imo State, Nigeria, tonimonsette@yahoo.com)
G. E. Ozoigbo (Department of mathematics, Federal University of Technology, Ow - Erri. Imo State, Nigeria; Department of Mathematics/Computer Science/Statistics & Informatics, Alex Ekwueme Federal University Ndufu - Alike, Ikwo. Ebonyi State, Nigeria, geraldozoigbo@yahoo.co.uk)
J. U. Chukwuchekwa (Department of mathematics, Federal University of Technology, Ow - Erri. Imo State, Nigeria, joyuchukwukwa@yahoo.com)
W. I. Osuji (Department of mathematics, Federal University of Technology, Ow - Erri. Imo State, Nigeria, osujiwillians03@yahoo.com)
A. C. Osuji (Department of mathematics, Federal University of Technology, Ow - Erri. Imo State, Nigeria, chukusosuji@yahoo.com)
Abstract The dynamic buckling of a statically pre-loaded cubic elastic model structure that is later struck by a dynamically slowly varying load is here analysed by means of perturbation procedures using asymptotic expansions. The nonlinear formulation contains some nondimensional but small parameters that enhance the asymptotic expansions in a multi-timing regular perturbation analysis. Apart from being dynamically slowly varying, the loading history is also explicitly time dependent and infinitely differentiable with right hand derivatives of all orders at the initial time. To the order of the accuracy retained, the result shows that the dynamic buckling load depends on the first derivative of the loading history evaluated at the initial time. It is similarly observed that the pre–static load has effect only on the nonlinear component of the equation of motion. We are able to relate the dynamic buckling load to the equivalent static buckling load, hence, one of these two loads can be readily obtained if the other one is already known. Specializations are made to the case of a step load that is with or without a pre-static load. Such results are seen to be in agreement with previous results.
Keywords Slowly varying, infinitely differentiable, perturbation, pre-statically loaded, cubic elastic model
Received 14 April 2021Revised 09 July 2021Accepted 09 July 2021
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