The Development of Euler Hyperbola in Heavy Bars
Ege University, Solar Energy Institute & School of Engineering, Department of Mechanical, Engineering, 35100 Bornova, İzmir, Turkey
Math. Comput. Appl. 1997, 2(3), 127-130; https://doi.org/10.3390/mca2030127
Published: 1 December 1997
Abstract
Euler [1] discovered the critical buckling force of the bars under an axial load. Euler, however ignored bar's own weight in his calculations. He drew the line diagram of critical strength vs bars slenderness ratio, the so called Euler-Hyperbole. The goal of this paper is to extend Euler-Hyperbole to heavy bars. Furthermore, factors which have effects on critical buckling forces will be analysed. This study may lead to economical gain, since materials are fully utiliesed.
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MDPI and ACS Style
Özdamar, A. The Development of Euler Hyperbola in Heavy Bars. Math. Comput. Appl. 1997, 2, 127-130. https://doi.org/10.3390/mca2030127
AMA Style
Özdamar A. The Development of Euler Hyperbola in Heavy Bars. Mathematical and Computational Applications. 1997; 2(3):127-130. https://doi.org/10.3390/mca2030127
Chicago/Turabian StyleÖzdamar, Aydoğan. 1997. "The Development of Euler Hyperbola in Heavy Bars" Mathematical and Computational Applications 2, no. 3: 127-130. https://doi.org/10.3390/mca2030127
