Shape Optimization of a Column under Generalized Load with a Force Directed towards Positive Pole

Author:

Szmidla Janusz1,Jurczyńska Anna1

Affiliation:

1. Częstochowa University of Technology , Poland

Abstract

Abstract In this paper, the issue of shape optimization of a column subjected to the generalized load with a force directed towards the positive pole (L. Tomski’s load, specific load) was considered. Based on the Hamilton’s principle, the differential equations of movement and boundary conditions describing the system were formulated. Taking into account a kinetic criterion of stability loss and a condition of constant total volume, the scope of changes in natural frequency as a function of an external load was determined with selected geometrical and physical parameters of the loading structure. On the basis of obtained results, values of geometrical parameters of individual column segments were determined, at which the maximum critical load value was obtained. In order to find the maximum critical force, which is a function of many variables, the simulated annealing algorithm was used.

Publisher

Walter de Gruyter GmbH

Reference11 articles.

1. Bochenek, B., Tajs – Zielińska, K., 2008. Optimization of beams and columns using cellular automata, Czasopismo Techniczne. Mechanika, 5 (4-M), 19-30.

2. Drazumeric, R., Kosel, F., 2012. Shape optimisation of beam due to lateral buckling problem, International Journal of Non-Linear Mechanics, 47, 65-74.10.1016/j.ijnonlinmec.2011.12.004

3. Krużelecki, J., Barski, M., 2008. Optimization of stability of columns with clamped-clampedguided ends, Czasopismo Techniczne. Mechanika, 5 (4-M), 71-82.

4. Michalewicz, Z., Fogel, D.B., 2006. Jak to rozwiązać, czyli nowoczesna heurystyka, Wydawnictwa Naukowo-Techniczne, Warsaw, Poland.

5. Nikolic, A., Salinic, S., 2017. Buckling analysis of non-prismatic columns: A rigid multibody approach, Engineering Structures, 143, 511-521.10.1016/j.engstruct.2017.04.033

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