in the papers of the authors of present work. Results of the numerical-analytical variant of the boundary element method are distinguished by high accuracy and reliability.The scientific literature typically reports solutions to SDS of circular arches, obtained by known methods. It is rather difficult, however, to estimate accuracy of the obtained results and their reliability. Given this, a task of applying BEM to the calculation of SDS of circular arches is relevant for the following reasons:1. There appears a possibility to obtain accurate results for SDS of arches at different loads and boundary conditions of support, which is problematic when employing the known methods of structural mechanics.2. It is necessary to make sure that BEM actually allows obtaining accurate results for the calculation of SDS.3. It is extremely useful to have resolving equations for the boundary value problems of flat deformation of circular arches under various supporting conditions.
IntroductionRods in the shape of an arc of a circle (circular arches) are widely used in construction and industrial machine-building, particularly, in crane building when designing specialized cranes. Their application is predetermined by advantages in comparison with the structures that consist of straight rods, given the higher load-bearing capacity and rigidity [1]. In the present study, in order to calculate circular arches, we applied a numerical-analytical variant of the boundary element method. The use of this method is predetermined by advantages over the existing methods of structural mechanics. In particular, the methods of force, displacements, initial parameters, finite elements and others do not have the possibility to accurately account for the concentrated moment in the form of external load and exact solution to a problem on the planar deformation of a circular arch. These shortcomings are missing in the variant of BEM, developed
APPLIED MECHANICS
MATHEMATICAL
MODELING OF THE STRESSED-DEFORMED STATE OF CIRCULAR ARCHES OF SPECIALIZED CRANES V . O r o b e yDoctor of Technical Sciences, Professor* E-mail: v.f.orobey@opu.ua
O . D a s c h e n k oDoctor of Technical Sciences, Professor* E-mail: daschenko.o.f@opu.ua
L . K o l o m i e t sDoctor of Technical Sciences, Professor** E-mail: leonkolom61@gmail.com
O . L y m a r e n k oPhD, Associate Professor* E-mail: a.m.limarenko@opu.ua
Y . O v c h a r o vPhD, Associate Professor** E-mail: odatry@gmail.com *Department of dynamics, durability of machines and resistance of materials Odessa National Polytechnic University Shevchenka ave., 1, Odessa, Ukraine, 65044 **Department of Standardization, Conformity Assessment and Quality Odessa State Academy of Technical Regulation and Quality Kovalska str., 15, Odessa, Ukraine, 65020Представлена методика розрахунку напру-жено-деформованого стану (НДС) кругових арок із урахуванням деформацій вигину і розтягу-вання-стиснення, зосереджених та розподіле-них зовнішніх навантажень. Врахування умов обпирання опорних перетинів виконаний в рам-ках алгоритму чисель...