E3S Web Conf.
Volume 164, 2020Topical Problems of Green Architecture, Civil and Environmental Engineering 2019 (TPACEE 2019)
|Number of page(s)||6|
|Section||Energy Efficiency in Building Construction|
|Published online||05 May 2020|
Improving the energy method for calculating beams with a narrow rectangular section on the side buckling
1 Don State Technical University, 1 Gagarin sq., Rostov-on-Don, 344000, Russia
2 Russian State Tourism and Service University, 99 Glavnaya street, Moscow, 141221, Russia
* Corresponding author: firstname.lastname@example.org
We propose an improved version of the energy method in calculating rectangular beams for the stability of a flat bending shape. The essence of this variant of the method is to use the principle of the minimum total energy instead of the condition for the equality of the potential strain energy and the work of external forces. This version of the method makes it easy to obtain a numerical-analytical solution for any number of members of series. The solution of the problem for a pivotally supported beam is presented taking into account the vertical displacement of the load relative to the center of gravity.
© The Authors, published by EDP Sciences 2020
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