Stability of Reinforced Concrete Columns Subjected to Compression with Torsion under Accidental Action
The effect of reinforcement ratio and compressive strength of concrete on the stability of reinforced concrete elements at different ratios of longitudinal force to torque is examined. For the purposes of the study, an analytical solution is used for reinforced concrete bars, which takes into accoun...
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| Format: | Article |
| Language: | English |
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Moscow State University of Civil Engineering (MGSU)
2024-09-01
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| Series: | Железобетонные конструкции |
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| Online Access: | https://www.g-b-k.ru/jour/article/view/55 |
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| author | V. I. Kolchunov S. Yu. Savin M. A. Amelina |
| author_facet | V. I. Kolchunov S. Yu. Savin M. A. Amelina |
| author_sort | V. I. Kolchunov |
| collection | DOAJ |
| description | The effect of reinforcement ratio and compressive strength of concrete on the stability of reinforced concrete elements at different ratios of longitudinal force to torque is examined. For the purposes of the study, an analytical solution is used for reinforced concrete bars, which takes into account the change in stiff-ness under the combined action of axial compressive force and torque, considering the nonlinear relationship between stresses and strains according to Model Code and the change in strength and deformability of concrete under complex stress-strain state according to the model of G.A. Geniev. For the reinforced concrete elements considered in the study, the stability region boundaries for the combined action of the axial compressive force and torque are plotted. It is shown that at combined loading by axial force and torque for small values of axial force N one should expect failure due to loss of strength of sections under the action of torque Mt. For elements made of concrete of different compressive strength classes, but with close values of effective reinforcement ratio αs, the dimensionless axial force αn and dimensionless torque αm decrease as the concrete strength class increases. |
| format | Article |
| id | doaj-art-e6031b650b39423c9d719162a594566c |
| institution | Kabale University |
| issn | 2949-1622 2949-1614 |
| language | English |
| publishDate | 2024-09-01 |
| publisher | Moscow State University of Civil Engineering (MGSU) |
| record_format | Article |
| series | Железобетонные конструкции |
| spelling | doaj-art-e6031b650b39423c9d719162a594566c2025-02-06T07:09:54ZengMoscow State University of Civil Engineering (MGSU)Железобетонные конструкции2949-16222949-16142024-09-0173122310.22227/2949-1622.2024.3.12-2350Stability of Reinforced Concrete Columns Subjected to Compression with Torsion under Accidental ActionV. I. Kolchunov0S. Yu. Savin1M. A. Amelina2Moscow State University of Civil Engineering (National Research University) (MGSU)Moscow State University of Civil Engineering (National Research University) (MGSU)Moscow State University of Civil Engineering (National Research University) (MGSU)The effect of reinforcement ratio and compressive strength of concrete on the stability of reinforced concrete elements at different ratios of longitudinal force to torque is examined. For the purposes of the study, an analytical solution is used for reinforced concrete bars, which takes into account the change in stiff-ness under the combined action of axial compressive force and torque, considering the nonlinear relationship between stresses and strains according to Model Code and the change in strength and deformability of concrete under complex stress-strain state according to the model of G.A. Geniev. For the reinforced concrete elements considered in the study, the stability region boundaries for the combined action of the axial compressive force and torque are plotted. It is shown that at combined loading by axial force and torque for small values of axial force N one should expect failure due to loss of strength of sections under the action of torque Mt. For elements made of concrete of different compressive strength classes, but with close values of effective reinforcement ratio αs, the dimensionless axial force αn and dimensionless torque αm decrease as the concrete strength class increases.https://www.g-b-k.ru/jour/article/view/55stabilitytorsioncompressioncolumnreinforced concrete structures |
| spellingShingle | V. I. Kolchunov S. Yu. Savin M. A. Amelina Stability of Reinforced Concrete Columns Subjected to Compression with Torsion under Accidental Action Железобетонные конструкции stability torsion compression column reinforced concrete structures |
| title | Stability of Reinforced Concrete Columns Subjected to Compression with Torsion under Accidental Action |
| title_full | Stability of Reinforced Concrete Columns Subjected to Compression with Torsion under Accidental Action |
| title_fullStr | Stability of Reinforced Concrete Columns Subjected to Compression with Torsion under Accidental Action |
| title_full_unstemmed | Stability of Reinforced Concrete Columns Subjected to Compression with Torsion under Accidental Action |
| title_short | Stability of Reinforced Concrete Columns Subjected to Compression with Torsion under Accidental Action |
| title_sort | stability of reinforced concrete columns subjected to compression with torsion under accidental action |
| topic | stability torsion compression column reinforced concrete structures |
| url | https://www.g-b-k.ru/jour/article/view/55 |
| work_keys_str_mv | AT vikolchunov stabilityofreinforcedconcretecolumnssubjectedtocompressionwithtorsionunderaccidentalaction AT syusavin stabilityofreinforcedconcretecolumnssubjectedtocompressionwithtorsionunderaccidentalaction AT maamelina stabilityofreinforcedconcretecolumnssubjectedtocompressionwithtorsionunderaccidentalaction |