The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney

In the paper there is presented the algorithm of calculation of normal stresses in reinforced concrete three-flue chimney. The calculation has been made for full cross-section and for cross-section weakened by openings. The governing equations has been derived in an analytical form assuming linear p...

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Main Authors: Małgorzata Dobrowolska, Marta Słowik
Format: Article
Language:English
Published: Lublin University of Technology 2008-12-01
Series:Budownictwo i Architektura
Subjects:
Online Access:https://ph.pollub.pl/index.php/bia/article/view/2325
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author Małgorzata Dobrowolska
Marta Słowik
author_facet Małgorzata Dobrowolska
Marta Słowik
author_sort Małgorzata Dobrowolska
collection DOAJ
description In the paper there is presented the algorithm of calculation of normal stresses in reinforced concrete three-flue chimney. The calculation has been made for full cross-section and for cross-section weakened by openings. The governing equations has been derived in an analytical form assuming linear physical laws for concrete and steel and, as for as considered cross-section weakened by openings, taking into account the additional reinforcing steel bars at the openings. In addition coefficients B and C have been determined, which are useful at dimensioning.
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spelling doaj.art-6211593a2bfa4f898c9deaa3fd52c62f2024-03-03T02:09:54ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752008-12-013210.35784/bud-arch.2325The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimneyMałgorzata Dobrowolska0Marta Słowik1Department of Building Structures; Faculty of Civil Engineering and Architecture; Lublin University of TechnologyDepartment of Building Structures; Faculty of Civil Engineering and Architecture; Lublin University of TechnologyIn the paper there is presented the algorithm of calculation of normal stresses in reinforced concrete three-flue chimney. The calculation has been made for full cross-section and for cross-section weakened by openings. The governing equations has been derived in an analytical form assuming linear physical laws for concrete and steel and, as for as considered cross-section weakened by openings, taking into account the additional reinforcing steel bars at the openings. In addition coefficients B and C have been determined, which are useful at dimensioning.https://ph.pollub.pl/index.php/bia/article/view/2325three-flue chimneynormal stresses
spellingShingle Małgorzata Dobrowolska
Marta Słowik
The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
Budownictwo i Architektura
three-flue chimney
normal stresses
title The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
title_full The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
title_fullStr The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
title_full_unstemmed The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
title_short The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney
title_sort determination of normal stresses in cross sections of the three flue reinforced concrete chimney
topic three-flue chimney
normal stresses
url https://ph.pollub.pl/index.php/bia/article/view/2325
work_keys_str_mv AT małgorzatadobrowolska thedeterminationofnormalstressesincrosssectionsofthethreefluereinforcedconcretechimney
AT martasłowik thedeterminationofnormalstressesincrosssectionsofthethreefluereinforcedconcretechimney
AT małgorzatadobrowolska determinationofnormalstressesincrosssectionsofthethreefluereinforcedconcretechimney
AT martasłowik determinationofnormalstressesincrosssectionsofthethreefluereinforcedconcretechimney