The Use of Annular and Circular Cross-Section Members in Transport and Power Engineering Building Construction

Authors

  • Romualdas Vadlūga Dept of Reinforced Concrete and Masonry Structures, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania
  • Romualdas Kliukas Dept of Strength of Materials, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania

DOI:

https://doi.org/10.3846/bjrbe.2012.11

Keywords:

circular cross-section, annular cross-section, plain and reinforced concrete elements, strength, bearing capacity, longitudinal reinforcing bars, eccentric compression

Abstract

The problem of evaluating the bearing capacity of the reinforced concrete elements of circular cross-section is considered. Strength calculation of these reinforced concrete elements differs from strength calculation of the elements of the rectangular cross-section. A method of calculation similar to that used for strength calculation of annular crosssection elements is suggested. The bearing capacity of circular cross-section elements, calculated based on the use of this method, matches the bearing capacity determined by testing.

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Published

27.06.2012

How to Cite

Vadlūga, R., & Kliukas, R. (2012). The Use of Annular and Circular Cross-Section Members in Transport and Power Engineering Building Construction. The Baltic Journal of Road and Bridge Engineering, 7(2), 77-83. https://doi.org/10.3846/bjrbe.2012.11