Comparison of Results of Calculation of Rectangular Section of Reinforced Concrete Element by Nonlinear Deformation Method and with Ultimate Forces
Abstract: The necessity of comparing the results of calculation of sections of reinforced concrete elements by a nonlinear diagram method is substantiated, and the algorithm of calculation by a nonlinear diagram method, which does not require the use of complex methods for solving systems of nonlinear equations, is constructed by limiting forces. The example of comparison of results of calculation of section by both methods is given.
Keywords: concrete, reinforcement, reinforced concrete, stresses, deformations, resultant and moment of internal forces, ultimate deformations of concrete and reinforcement.
Pages: 19-22.
For citation: Levin, V. M.; Yurova, V. S.; Sevostyanov, N. A. Comparison of Results of Calculation of Rectangular Section of Reinforced Concrete Element by Nonlinear Deformation Method and with Ultimate Forces. – Text : electronic. – In: Proceeding of the Donbas National Academy of Civil Engineering and Architecture. – 2019. – Issue 2019-4(138) Scientific and technical achievements of students of the construction and architectural industry. – Р. 19-22. – URL: https://donnasa.ru/publish_house/journals/vestnik/2019/2019-4(138)/st_04_levin_yurova_sevostyanov.pdf (date of access: 19.11.2024). – ISSN 2519-2817.
Issue 2019-4 (138)
Journal: Proceeding of the Donbas National Academy of Civil Engineering and Architecture
Publish house: Donbas National Academy of Civil Engineering and Architecture
Journal: Proceeding of the Donbas National Academy of Civil Engineering and Architecture
Publish house: Donbas National Academy of Civil Engineering and Architecture