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

Małgorzata Dobrowolska


Department of Building Structures; Faculty of Civil Engineering and Architecture; Lublin University of Technology (Poland)

Marta Słowik


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

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Published
2008-12-11

Cited by

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

Authors

Małgorzata Dobrowolska 

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

Authors

Marta Słowik 

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

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