Reinforced Concrete Rod Elements Stiffness Considering Concrete Nonlinear Properties

dc.contributor.authorАзізов, Талят Нуредінович
dc.contributor.authorКочкарьов, Дмитро Вікторович
dc.date.accessioned2024-04-28T17:31:43Z
dc.date.accessioned2026-11-03T19:19:06Z
dc.date.available2024-04-28T17:31:43Z
dc.date.issued2019-01
dc.descriptionAn algorithm for obtainingpoints on the Torque moment is relative twisting angle diagram of a reinforcedconcrete rod elements is given. Its advantage from a similar technique isthat shear torsions are determined directly from the concrete shear diagram, andnot according to the formulas of the elasticity theory. The above algorithmenables to calculate reinforced concrete rod elements using any concrete sheardiagrams obtained both experimentally and theoretically, as well as elements ofany cross-section. Limiting torsions are determined directly from the concreteshear diagram.uk_UA
dc.description.abstractIn this paper results of stiffness iterative determination techniquewhile torsion the reinforced concrete rod elements considering concrete nonlinearproperties is given. The section of the element is divided into severalrectangular elements. The shearing torsions at each iteration step are determinedby the distribution of torsions, which magnitude is higher than the limit, over theelements where the torsions are in the elastic area.uk_UA
dc.identifier.citationReinforced Concrete Rod Elements Stiffness Considering Concrete Nonlinear Properties Proceedings of CEE 2019 (pp.1-6)uk_UA
dc.identifier.otherDOI: 10.1007/978-3-030-27011-7_1
dc.identifier.urihttps://dspace.unu.edu.ua/handle/123456789/14971
dc.language.isoenuk_UA
dc.publisherProceedings of CEEuk_UA
dc.relation.ispartofseriesUDC;624.012.45
dc.subjectTorsionuk_UA
dc.subjectReinforced concrete roduk_UA
dc.subjectNonlinear propertiesroduk_UA
dc.subjectDiagramuk_UA
dc.subjectIterationuk_UA
dc.titleReinforced Concrete Rod Elements Stiffness Considering Concrete Nonlinear Propertiesuk_UA
dc.title.alternativeЖорсткість стрижневих залізобетонних елементів з урахуванням нелінійних властивостей бетонуuk_UA
dc.typeArticleuk_UA
old.handle123456789/16483
old.idf8f9b430-e5cb-4566-aa98-7064f987db76
old.sourceSitedspace.udpu.edu.ua

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