Please use this identifier to cite or link to this item: https://sci.ldubgd.edu.ua/jspui/handle/123456789/9941
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dc.contributor.authorДзюба, Л. Ф.-
dc.contributor.authorЛіщинська, Х. І.-
dc.contributor.authorЧмир, О. Ю.-
dc.contributor.authorТоменко, В. І.-
dc.date.accessioned2022-04-04T09:55:35Z-
dc.date.available2022-04-04T09:55:35Z-
dc.date.issued2021-05-11-
dc.identifier.urihttps://sci.ldubgd.edu.ua/jspui/handle/123456789/9941-
dc.description.abstractThe stress at the conjugation node o f the wall o f the cylindrical tank with the bottom is determined. The combined action o f the hydrostatic pressure o f the liquid, the additional gas pressure and the boundary forces were taken into account. The dependences fo r determining the boundary forces are obtained by solving the equation o f deformations compatibility o f a thin-walled cylindrical shell and a round plate resting on a solid surfen_US
dc.language.isouaen_US
dc.publisherVIII International Conference ACTUAL PROBLEMS OF ENGINEERING MECHANICSen_US
dc.titleДОСЛІДЖЕННЯ НАПРУЖЕНЬ У ВУЗЛІ СПРЯЖЕННЯ СТІНКИ ЦИЛІНДРИЧНОГО РЕЗЕРВУАРА З ДНОМen_US
dc.typeThesisen_US
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