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

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Published: Dec 11, 2008
DOI: https://doi.org/10.35784/bud-arch.2325
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DOI

https://doi.org/10.35784/bud-arch.2325

Authors

Małgorzata Dobrowolska

m.a.dobrowolska@wp.pl

Department of Building Structures; Faculty of Civil Engineering and Architecture; Lublin University of Technology, Poland
Marta Słowik

m.slowik@pollub.pl

Department of Building Structures; Faculty of Civil Engineering and Architecture; Lublin University of Technology, Poland
https://orcid.org/0000-0001-9627-3625

Abstract

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.

Keywords:

three-flue chimney, normal stresses

References

Article Details

Dobrowolska, M. . and Słowik, M. . (2008) “The determination of normal stresses in cross-sections of the three-flue reinforced concrete chimney”, Budownictwo i Architektura / Civil and Architectural Engineering, 3(2), pp. 081–095. doi: 10.35784/bud-arch.2325.