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Axial stiffness for large-scale ball slewing rings with four-point contact

Hrcek Slavomir, Kohar Robert, Steininger Jan

Bulletin of the Polish Academy of Sciences. Technical Sciences

2021

Vol. 69, nr 2

art. no. e136725

This article deals with the design of slewing rings (slewing bearings). A fully parametric, 3D virtual model of a ball slewing ring with four-point contact was created in the PTC/Creo Parametric CAD system. This model was subsequently used for finite-element analysis using Ansys/Workbench CAE software. The purpose of the FEM analysis was to determine the axial stiffness characteristics. Results of FEM analysis were experimentally verified using a test bench. At the end of the article, we present the nomograms of the deformation constant for different pitch diameters, rolling element diameters and contact angles.

Influence of nearby structure on the wind flow around the cube structure

Olekšáková I., Hubová O., Konečná L.

Roczniki Inżynierii Budowlanej

2015

z. 15

29--35

The influence of a nearby structure on the turbulent wind flow around the cube structure was investigated in this paper. This problem was solved by two different methods. The first one was the numerical solution by CFD simulations. Obtained results were compared with the results from tests made in the wind tunnel. Description of the problem, theory and basic equations, specification of the 3D simulations and experimental measurements were mentioned. From the evaluation of the results, pressure coefficients for this type of structure and for three solved cases, were determined. Pressure coefficients determined by the Eurocode were larger than the values determined by the tests and CFD simulations. In the case of self-standing cube, pressure coefficients were following: Cp=-2.35 (CFD), Cp=-2.404 (test). Deviations were relatively small. Hence, used k-ε model is suitable for determination of the maximum values of pressure coefficients Cp in the investigated case.

Pressure coefficients on the model of SILSOE cube determined by tests in BLWT tunnels

Hubová O., Lobotka P., Konečná L.

Roczniki Inżynierii Budowlanej

2014

z. 14

85--90

Článok sa zaoberá stanovením tlakových koeficientov na modeli kocky v mierke 1:30 pomocou experimentov v dvoch odlišných tuneloch s medznou vrstvou (STUBA, VZLU). Výsledky meraní boli porovnané s literatúrou, ktorá uvádza hodnoty tlakových koeficientov meraných priamo na reálnej kocke s hranou 6 m, v Inštitúte SILSOE v Anglicku. Z porovnania získaných výsledkov bola zistená veľmi dobrá zhoda. Cieľom tejto série meraní bolo zistiťparametre medznej vrstvy a presnosť získaných výsledkov v novom veternom tuneli, uvedenom do skúšobnej prevádzky Slovenskou technickou univerzitou v Bratislave. Merania potvrdili, že tento univerzálny tunel dáva výsledky porovnateľné so zabehnutými svetovými veternými tunelmi a že parametre medznej vrstvy sú nastavené správne. Teda výsledky zodpovedajú realite (meraniam urobených in-situ).