Please use this identifier to cite or link to this item: https://repo.btu.kharkov.ua/handle/123456789/6060
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dc.contributor.authorТурчин, В. Я.-
dc.date.accessioned2022-08-30T10:26:27Z-
dc.date.available2022-08-30T10:26:27Z-
dc.date.issued2016-
dc.identifier.citationТурчин В. Я. Характер деформации почвы под воздействием клина. Технічний сервіс агропромислового, лісового та транспортного комплексів. 2016. № 6. С. 265-276.uk_UA
dc.identifier.issn2311-441X-
dc.identifier.urihttps://repo.btu.kharkov.ua//handle/123456789/6060-
dc.description.abstractНа основании гипотезы об отделении клином пласта связной почвы путем ее изгиба составлена математическая модель определения нормальных и касательных напряжений в почве под воздействием клина.uk_UA
dc.description.abstractAnalysis of the concept of development of the national tractor and agricultural machinery of Ukraine and foreign engineering shows an increase in loading techniques, crop losses, increase the cost of agricultural products. Based on the hypothesis of a wedge formation coherent soil compartment is made by bending a mathematical model for determining normal and shear stresses in the soil under the influence of the wedge. This article presents the solution of differential equations using numerical methods, methods of research of mechanical systems to the operation of their resistance, the use of the theory of stability of solutions of differential equations. The magnitude of the disturbing forces acting on the chisel tool in comparison with the weight of the power unit is small, so the study of differential equations is expedient to carry out the determination of asymptotic stability. The indicator determines the asymptotic stability of the system to return to the law of the undisturbed motion. Based on studies of the wedge formation of coherent soil compartment is made by bending a mathematical model for determining normal and shear stresses in the soil under the influence of the wedge.uk_UA
dc.language.isootheruk_UA
dc.publisherХНТУСГuk_UA
dc.relation.ispartofseriesТехнічний сервіс агропромислового, лісового та транспортного комплексів;№ 6-
dc.subjectклинuk_UA
dc.subjectпочваuk_UA
dc.subjectдеформацияuk_UA
dc.subjectрыхлениеuk_UA
dc.subjectуголuk_UA
dc.subjectглубинаuk_UA
dc.subjectпластuk_UA
dc.subjectкрошениеuk_UA
dc.subjectрабочий органuk_UA
dc.subjectwedgeuk_UA
dc.subjectsoil deformationuk_UA
dc.subjectlooseninguk_UA
dc.subjectangleuk_UA
dc.subjectdepthuk_UA
dc.subjectreservoiruk_UA
dc.subjectcrumblinguk_UA
dc.subjectworking bodyuk_UA
dc.titleХарактер деформации почвы под воздействием клинаuk_UA
dc.title.alternativeNature of soil under the influence of strain wedgeuk_UA
dc.typeArticleuk_UA
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