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...
Main Authors: | , |
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Format: | Article |
Language: | English |
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Lublin University of Technology
2008-12-01
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Series: | Budownictwo i Architektura |
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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. |
first_indexed | 2024-03-07T18:30:46Z |
format | Article |
id | doaj.art-23b769f02cff46379ed0f162be6634d7 |
institution | Directory Open Access Journal |
issn | 1899-0665 2544-3275 |
language | English |
last_indexed | 2024-03-07T18:30:46Z |
publishDate | 2008-12-01 |
publisher | Lublin University of Technology |
record_format | Article |
series | Budownictwo i Architektura |
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 |
work_keys_str_mv | AT krzysztofborzecki thedeterminationofnormalstressesincrosssectionofthefourfluereinforcedconcretechimney AT martasłowik thedeterminationofnormalstressesincrosssectionofthefourfluereinforcedconcretechimney AT krzysztofborzecki determinationofnormalstressesincrosssectionofthefourfluereinforcedconcretechimney AT martasłowik determinationofnormalstressesincrosssectionofthefourfluereinforcedconcretechimney |