Forming of the Most Convenient Bent Constructional Elements with a Permissible Strength Given
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Department of Mechanical Engineering Koszalin University of Technology ul. Racławicka 15-17, 75-620 Koszalin, Poland
Online publication date: 2014-12-30
Publication date: 2014-11-01
International Journal of Applied Mechanics and Engineering 2014;19(4):831-839
In the present study, the limiting values are determined of the criteria quantities of optimal forming of the most convenient bent supporting structure for the case of static loads in the range of the Hooke’s law applicability. As the criterion of the most convenient constructional element, the following were accepted: the smallest length of the activity of internal forces as well as the equal potential and the gradient of the potential energy of elastic deformation at each point of the constructional element.
Fligiel M. (2002): Optimal shaping of linear-stiffness structure of design elements with maximal stiffness. - Scientific Papers of the Department of Applied Mechanics, Silesian University of Technology - Gliwice, vol.18, pp.103-110.
Fligiel M. (2012): Formation of the most optimal supporting construction in a two-dimensional state of load. - International Journal of Applied Mechanics and Engineering, vol.17, No.3, University Press, Poland, pp.799-810, Zielona Góra.
Fligiel M. (2013): Criteria of the formation of the most convenient load-bearing structure in the basic load state: tension and bending. - Scientific Papers of Silesian University of Technology - Gliwice, series Transport, vol.82, No.1825, pp.73-83.
Steven G.P, Li Q. and Xie Y.M. (2002): Multicriteria optimization that minimizes maximum stress and maximizes stiffness. - Computers and Structures, vol.80, No.27-30, pp.2433-2448.
Xie Y.M. and Steven G.P. (1997): Evolutionary structural optimization. - Springer-Verlag.
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