Strength of reinforced concrete columns under special complex influences

A method for evaluating the strength, stiffness and stability of medium-flexible columns with a square cross-sectional shape and symmetrical reinforcement is proposed. Combined impacts from constant longitudinal force, horizontal impact with trapezoidal pulse shape and deterioration in mechanical pr...

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Main Authors: Tamrazyan Ashot, Alekseytsev Anatoly
Format: Article
Language:English
Published: EDP Sciences 2023-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/47/e3sconf_form2023_02002.pdf
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author Tamrazyan Ashot
Alekseytsev Anatoly
author_facet Tamrazyan Ashot
Alekseytsev Anatoly
author_sort Tamrazyan Ashot
collection DOAJ
description A method for evaluating the strength, stiffness and stability of medium-flexible columns with a square cross-sectional shape and symmetrical reinforcement is proposed. Combined impacts from constant longitudinal force, horizontal impact with trapezoidal pulse shape and deterioration in mechanical properties of concrete from natural influences such as corrosion are taken into account. Various combinations of such influences are also considered. The computational model is represented by volumetric concrete elements rigidly connected to rebars. The dynamic transient process is based on an implicit integration scheme using a stepwise procedure. At each step, the nonlinear problem is solved by the Newton-Raphson method. The data characterizing the degree of danger of occurrence of local strength deterioration for column variants have been compared. The dependence of the value of longitudinal force on the value of transverse impact is found, provided that the load-carrying capacity of the column is ensured.
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spelling doaj.art-8755bab5f47740cba6b17edcd51a4c6e2023-08-10T13:16:24ZengEDP SciencesE3S Web of Conferences2267-12422023-01-014100200210.1051/e3sconf/202341002002e3sconf_form2023_02002Strength of reinforced concrete columns under special complex influencesTamrazyan Ashot0Alekseytsev Anatoly1Moscow State University of Civil EngineeringMoscow State University of Civil EngineeringA method for evaluating the strength, stiffness and stability of medium-flexible columns with a square cross-sectional shape and symmetrical reinforcement is proposed. Combined impacts from constant longitudinal force, horizontal impact with trapezoidal pulse shape and deterioration in mechanical properties of concrete from natural influences such as corrosion are taken into account. Various combinations of such influences are also considered. The computational model is represented by volumetric concrete elements rigidly connected to rebars. The dynamic transient process is based on an implicit integration scheme using a stepwise procedure. At each step, the nonlinear problem is solved by the Newton-Raphson method. The data characterizing the degree of danger of occurrence of local strength deterioration for column variants have been compared. The dependence of the value of longitudinal force on the value of transverse impact is found, provided that the load-carrying capacity of the column is ensured.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/47/e3sconf_form2023_02002.pdf
spellingShingle Tamrazyan Ashot
Alekseytsev Anatoly
Strength of reinforced concrete columns under special complex influences
E3S Web of Conferences
title Strength of reinforced concrete columns under special complex influences
title_full Strength of reinforced concrete columns under special complex influences
title_fullStr Strength of reinforced concrete columns under special complex influences
title_full_unstemmed Strength of reinforced concrete columns under special complex influences
title_short Strength of reinforced concrete columns under special complex influences
title_sort strength of reinforced concrete columns under special complex influences
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/47/e3sconf_form2023_02002.pdf
work_keys_str_mv AT tamrazyanashot strengthofreinforcedconcretecolumnsunderspecialcomplexinfluences
AT alekseytsevanatoly strengthofreinforcedconcretecolumnsunderspecialcomplexinfluences