The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney

In the paper the way of calculation of compressive stresses in the cross-section of a four-flue reinforced concrete chimney has been presented. Two types of cross section have been considered: the full cross section and the cross section weakened by openings. The analysis described in the paper refe...

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Main Authors: Krzysztof Borzęcki, 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/2328
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author Krzysztof Borzęcki
Marta Słowik
author_facet Krzysztof Borzęcki
Marta Słowik
author_sort Krzysztof Borzęcki
collection DOAJ
description In the paper the way of calculation of compressive stresses in the cross-section of a four-flue reinforced concrete chimney has been presented. Two types of cross section have been considered: the full cross section and the cross section weakened by openings. The analysis described in the paper refers to the chimney arrangement in diamond shape in relation to wind flow.
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spelling doaj.art-23b769f02cff46379ed0f162be6634d72024-03-02T06:26:18ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752008-12-013210.35784/bud-arch.2328The determination of normal stresses in cross-section of the four-flue reinforced concrete chimneyKrzysztof Borzęcki0Marta 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 the way of calculation of compressive stresses in the cross-section of a four-flue reinforced concrete chimney has been presented. Two types of cross section have been considered: the full cross section and the cross section weakened by openings. The analysis described in the paper refers to the chimney arrangement in diamond shape in relation to wind flow.https://ph.pollub.pl/index.php/bia/article/view/2328normal stressesreinforced concrete chimneythe full cross-section and the cross section weakened by openings
spellingShingle Krzysztof Borzęcki
Marta Słowik
The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
Budownictwo i Architektura
normal stresses
reinforced concrete chimney
the full cross-section and the cross section weakened by openings
title The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
title_full The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
title_fullStr The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
title_full_unstemmed The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
title_short The determination of normal stresses in cross-section of the four-flue reinforced concrete chimney
title_sort determination of normal stresses in cross section of the four flue reinforced concrete chimney
topic normal stresses
reinforced concrete chimney
the full cross-section and the cross section weakened by openings
url https://ph.pollub.pl/index.php/bia/article/view/2328
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AT krzysztofborzecki determinationofnormalstressesincrosssectionofthefourfluereinforcedconcretechimney
AT martasłowik determinationofnormalstressesincrosssectionofthefourfluereinforcedconcretechimney