Strength analysis of reinforced concrete flexural members at not entirely use of reinforcement resistance
The suggestions for the engineering calculation of the reinforced concrete flexural members strength during the elastic work of steel are given. The engineering technique is developed on the basis of a nonlinear deformation model application using fractionally rational function for describing the pr...
Main Authors: | , |
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Format: | Article |
Language: | English |
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Poltava National Technical Yuri Kondratyuk University
2019-07-01
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Series: | Збірник наукових праць: Серія: Галузеве машинобудування, будівництво |
Subjects: | |
Online Access: | http://journals.nupp.edu.ua/znp/article/view/1677 |
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author | Andrii Pavlikov Olha Harkava |
author_facet | Andrii Pavlikov Olha Harkava |
author_sort | Andrii Pavlikov |
collection | DOAJ |
description | The suggestions for the engineering calculation of the reinforced concrete flexural members strength during the elastic work
of steel are given. The engineering technique is developed on the basis of a nonlinear deformation model application using
fractionally rational function for describing the process of concrete compressed area deformation and other prerequisites that
are recommended by current norms for the reinforced concrete structures design. The analytical dependences have been obtained
for determining the neutral axis depth and the calculation of the internal bending moment value perceived by the beam
in the normal section. The task of determining the load-bearing capacity of the bending element is reduced to searching by
the direct analytical dependences the maximum value of the bending moment that can be perceived by the beam at given
strains of the most compressed rib of a cross-section. |
first_indexed | 2024-12-11T12:43:26Z |
format | Article |
id | doaj.art-4904e7147041486aaf9f818291f2cadf |
institution | Directory Open Access Journal |
issn | 2409-9074 2518-1106 |
language | English |
last_indexed | 2024-12-11T12:43:26Z |
publishDate | 2019-07-01 |
publisher | Poltava National Technical Yuri Kondratyuk University |
record_format | Article |
series | Збірник наукових праць: Серія: Галузеве машинобудування, будівництво |
spelling | doaj.art-4904e7147041486aaf9f818291f2cadf2022-12-22T01:06:54ZengPoltava National Technical Yuri Kondratyuk UniversityЗбірник наукових праць: Серія: Галузеве машинобудування, будівництво2409-90742518-11062019-07-01152656910.26906/znp.2019.52.16771677Strength analysis of reinforced concrete flexural members at not entirely use of reinforcement resistanceAndrii Pavlikov0Olha Harkava1Poltava National Technical Yuri Kondratyuk UniversityPoltava National Technical Yuri Kondratyuk UniversityThe suggestions for the engineering calculation of the reinforced concrete flexural members strength during the elastic work of steel are given. The engineering technique is developed on the basis of a nonlinear deformation model application using fractionally rational function for describing the process of concrete compressed area deformation and other prerequisites that are recommended by current norms for the reinforced concrete structures design. The analytical dependences have been obtained for determining the neutral axis depth and the calculation of the internal bending moment value perceived by the beam in the normal section. The task of determining the load-bearing capacity of the bending element is reduced to searching by the direct analytical dependences the maximum value of the bending moment that can be perceived by the beam at given strains of the most compressed rib of a cross-section.http://journals.nupp.edu.ua/znp/article/view/1677reinforced concretebeamstrengthanalysis |
spellingShingle | Andrii Pavlikov Olha Harkava Strength analysis of reinforced concrete flexural members at not entirely use of reinforcement resistance Збірник наукових праць: Серія: Галузеве машинобудування, будівництво reinforced concrete beam strength analysis |
title | Strength analysis of reinforced concrete flexural members at not entirely use of reinforcement resistance |
title_full | Strength analysis of reinforced concrete flexural members at not entirely use of reinforcement resistance |
title_fullStr | Strength analysis of reinforced concrete flexural members at not entirely use of reinforcement resistance |
title_full_unstemmed | Strength analysis of reinforced concrete flexural members at not entirely use of reinforcement resistance |
title_short | Strength analysis of reinforced concrete flexural members at not entirely use of reinforcement resistance |
title_sort | strength analysis of reinforced concrete flexural members at not entirely use of reinforcement resistance |
topic | reinforced concrete beam strength analysis |
url | http://journals.nupp.edu.ua/znp/article/view/1677 |
work_keys_str_mv | AT andriipavlikov strengthanalysisofreinforcedconcreteflexuralmembersatnotentirelyuseofreinforcementresistance AT olhaharkava strengthanalysisofreinforcedconcreteflexuralmembersatnotentirelyuseofreinforcementresistance |