Comparison of STM’s reliability system on the example of selected element

This paper presents optimization of the reliability system for different Strut and Tie models of beams loaded with a torsional and bending moment. In this paper, three STMs depending on the angle of diagonal strut were compared. The presented beam models have a serial system reliability. In the anal...

Descripción completa

Guardado en:
Detalles Bibliográficos
Autor principal: Buda-Ożóg Lidia
Formato: article
Lenguaje:EN
Publicado: De Gruyter 2020
Materias:
Acceso en línea:https://doaj.org/article/4e5c1f7878044b5d8ced5c0a14c675ca
Etiquetas: Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
id oai:doaj.org-article:4e5c1f7878044b5d8ced5c0a14c675ca
record_format dspace
spelling oai:doaj.org-article:4e5c1f7878044b5d8ced5c0a14c675ca2021-12-05T14:10:46ZComparison of STM’s reliability system on the example of selected element2391-543910.1515/eng-2021-0007https://doaj.org/article/4e5c1f7878044b5d8ced5c0a14c675ca2020-11-01T00:00:00Zhttps://doi.org/10.1515/eng-2021-0007https://doaj.org/toc/2391-5439This paper presents optimization of the reliability system for different Strut and Tie models of beams loaded with a torsional and bending moment. In this paper, three STMs depending on the angle of diagonal strut were compared. The presented beam models have a serial system reliability. In the analyses, the full correlation of the top chord of truss - upper reinforcement, full correlation of bottom chord of truss - compression concrete, full correlation of members mapping individual stirrups and concrete in diagonals between stirrups. Estimation of the reliability of the adopted structures was carried out in a software package of Strurel. The variables of concrete, and steel strength as well as concentrated load magnitude were described by a mean value, a standard deviation and a type of distribution. Summing up the results of the analysis, it was noted, that methods for reliability estimation using information about the model’s reliability structure are an excellent alternative to time consuming simulation methods. These methods allow not only to estimate the reliability of the structure, but also to determine the impact of individual members on the reliability of the entire element.Buda-Ożóg LidiaDe Gruyterarticlestrut and tie methodreliability systemserial structurereinforced concrete beamtorsionEngineering (General). Civil engineering (General)TA1-2040ENOpen Engineering, Vol 11, Iss 1, Pp 85-90 (2020)
institution DOAJ
collection DOAJ
language EN
topic strut and tie method
reliability system
serial structure
reinforced concrete beam
torsion
Engineering (General). Civil engineering (General)
TA1-2040
spellingShingle strut and tie method
reliability system
serial structure
reinforced concrete beam
torsion
Engineering (General). Civil engineering (General)
TA1-2040
Buda-Ożóg Lidia
Comparison of STM’s reliability system on the example of selected element
description This paper presents optimization of the reliability system for different Strut and Tie models of beams loaded with a torsional and bending moment. In this paper, three STMs depending on the angle of diagonal strut were compared. The presented beam models have a serial system reliability. In the analyses, the full correlation of the top chord of truss - upper reinforcement, full correlation of bottom chord of truss - compression concrete, full correlation of members mapping individual stirrups and concrete in diagonals between stirrups. Estimation of the reliability of the adopted structures was carried out in a software package of Strurel. The variables of concrete, and steel strength as well as concentrated load magnitude were described by a mean value, a standard deviation and a type of distribution. Summing up the results of the analysis, it was noted, that methods for reliability estimation using information about the model’s reliability structure are an excellent alternative to time consuming simulation methods. These methods allow not only to estimate the reliability of the structure, but also to determine the impact of individual members on the reliability of the entire element.
format article
author Buda-Ożóg Lidia
author_facet Buda-Ożóg Lidia
author_sort Buda-Ożóg Lidia
title Comparison of STM’s reliability system on the example of selected element
title_short Comparison of STM’s reliability system on the example of selected element
title_full Comparison of STM’s reliability system on the example of selected element
title_fullStr Comparison of STM’s reliability system on the example of selected element
title_full_unstemmed Comparison of STM’s reliability system on the example of selected element
title_sort comparison of stm’s reliability system on the example of selected element
publisher De Gruyter
publishDate 2020
url https://doaj.org/article/4e5c1f7878044b5d8ced5c0a14c675ca
work_keys_str_mv AT budaozoglidia comparisonofstmsreliabilitysystemontheexampleofselectedelement
_version_ 1718371720448966656