Друковані видання

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Browsing Друковані видання by Author "Goryk, O. V."

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    Integral and differential relations for internal power factors in the bending of the bar with a curved flat axis of an arbitrary shape
    (Odessa State Academy of Civil Engineering and Architecture, 2018-03) Kovalchuk, S. B.; Goryk, O. V.; Ковальчук, Станіслав Богданович; Горик, Олексій Володимирович
    The work is dedicated to the theoretical study of internal power factors in a curved bar with a flat axis of an arbitrary shape, that is in a plane bending condition by a surface load of an arbitrary type. The natural curvilinear cylindrical orthogonal coordinates associated with the structure of the bar and given by the characteristics of families of coordinate surfaces and Lame coefficients is used to describe the geometry of the bar and also the load distribution. The analysis of the equilibrium conditions of the elementary section of the bar made it possible to obtain integral relations between internal power factors and loads distributed on its longitudinal and end surfaces. The relations obtained were used to derive differential dependencies between internal power factors, that express the equilibrium conditions for the elementary section of a curved bar. Also, based on the equilibrium conditions of the bar cross-sections, integral relations between internal power factors and the stress state components were obtained. The presented integral and differential relations have a general form, invariant to the shape of the axis of the bar and allow to make a direct connection between loads and stresses. The results of the work can be used to solve theoretical and applied problems of a plane bending of curvilinear homogeneous and inhomogeneous bars with different types and combinations of external load.
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    Stability of Individual Phases in the Elastic Matrix of a Composite
    (2023) Goryk, O. V.; Kovalchuk, S. B.; Muravlov, V. V.; Skoriak, Yu. B.; Горик, Олексій Володимирович; Ковальчук, Станіслав Богданович; Муравльов, Володимир Вячеславович; Скоряк, Юлія Борисівна
    A methodology for analytical stability assessment of individual compressed flexible phases of discretely heterogeneous composite elements of engineering structures is proposed to ensure their reliable safe operation and minimise the consequences of emergencies. Based on the energy balance equation for the proportional forces of a normal resistance of the medium to the phase displacement, expressions are obtained for determining the critical force, taking into account the possible initial curvature (non-rectilinearity) of a single phase in the elastic medium of the matrix for three possible cases of stability loss. The approbation of the results of the study on the example of deformation features of reinforcing bars in a compressed reinforced concrete column is presented.