Calculations of compressed rods considering experiments over last 100 years

The article presents the results of testing and FE-modelling of rods calculated for the central and eccentric compressive load. More than 600 tests have been analysed over the past 100 years, including made by author, in a wide range of slenderness made of steels with a yield strength of up to 1000...

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Main Author: Konin Denis
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/39/e3sconf_form2021_02049.pdf
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author Konin Denis
author_facet Konin Denis
author_sort Konin Denis
collection DOAJ
description The article presents the results of testing and FE-modelling of rods calculated for the central and eccentric compressive load. More than 600 tests have been analysed over the past 100 years, including made by author, in a wide range of slenderness made of steels with a yield strength of up to 1000 MPa. It is established that the existing Russian calculation methods allow us to accurately determine the bearing capacity of the rod for steel of any strength. Verification of calculation method was carried out not only by stresses and ultimate load-bearing capacity, but also by the deformations of the tested rods. It is established that for H-beams and thin- walled pipes, clarification of the design codes is required to be able to design cost-effective designs, since the code formulas give a margin. This is especially true for elements of low flexibility with small eccentricities. To clarify the codes, a method for modelling a three-line diagram of steel operation, verified with the test results, is proposed.
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spelling doaj.art-e6660cf1117c4a00b1366df8e222daee2022-12-21T22:00:01ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012630204910.1051/e3sconf/202126302049e3sconf_form2021_02049Calculations of compressed rods considering experiments over last 100 yearsKonin DenisThe article presents the results of testing and FE-modelling of rods calculated for the central and eccentric compressive load. More than 600 tests have been analysed over the past 100 years, including made by author, in a wide range of slenderness made of steels with a yield strength of up to 1000 MPa. It is established that the existing Russian calculation methods allow us to accurately determine the bearing capacity of the rod for steel of any strength. Verification of calculation method was carried out not only by stresses and ultimate load-bearing capacity, but also by the deformations of the tested rods. It is established that for H-beams and thin- walled pipes, clarification of the design codes is required to be able to design cost-effective designs, since the code formulas give a margin. This is especially true for elements of low flexibility with small eccentricities. To clarify the codes, a method for modelling a three-line diagram of steel operation, verified with the test results, is proposed.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/39/e3sconf_form2021_02049.pdf
spellingShingle Konin Denis
Calculations of compressed rods considering experiments over last 100 years
E3S Web of Conferences
title Calculations of compressed rods considering experiments over last 100 years
title_full Calculations of compressed rods considering experiments over last 100 years
title_fullStr Calculations of compressed rods considering experiments over last 100 years
title_full_unstemmed Calculations of compressed rods considering experiments over last 100 years
title_short Calculations of compressed rods considering experiments over last 100 years
title_sort calculations of compressed rods considering experiments over last 100 years
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/39/e3sconf_form2021_02049.pdf
work_keys_str_mv AT konindenis calculationsofcompressedrodsconsideringexperimentsoverlast100years