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Reinforced Concrete Rod Elements Stiffness Considering Concrete Nonlinear Properties

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dc.contributor.author Азізов, Талят Нуредінович
dc.contributor.author Кочкарьов, Дмитро Вікторович
dc.date.accessioned 2024-04-28T17:31:43Z
dc.date.available 2024-04-28T17:31:43Z
dc.date.issued 2019-01
dc.identifier.citation Reinforced Concrete Rod Elements Stiffness Considering Concrete Nonlinear Properties Proceedings of CEE 2019 (pp.1-6) uk_UA
dc.identifier.other DOI: 10.1007/978-3-030-27011-7_1
dc.identifier.uri https://dspace.udpu.edu.ua/handle/123456789/16483
dc.description An 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.abstract In 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.language.iso en uk_UA
dc.publisher Proceedings of CEE uk_UA
dc.relation.ispartofseries UDC;624.012.45
dc.subject Torsion uk_UA
dc.subject Reinforced concrete rod uk_UA
dc.subject Nonlinear propertiesrod uk_UA
dc.subject Diagram uk_UA
dc.subject Iteration uk_UA
dc.title Reinforced Concrete Rod Elements Stiffness Considering Concrete Nonlinear Properties uk_UA
dc.title.alternative Жорсткість стрижневих залізобетонних елементів з урахуванням нелінійних властивостей бетону uk_UA
dc.type Article uk_UA


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