volume 960 issue 3 pages 32093

Comparison of Composite, Steel and Reinforced Concrete Columns

Publication typeJournal Article
Publication date2020-12-01
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ISSN17578981, 1757899X
General Medicine
Abstract

Architects now often require the use of slender load-bearing structures, but they must be sufficiently resistant to all loads. The use of the composite steel-concrete columns joins the main advantages of the individual materials. The most commonly used composite is the steel-concrete. Depending on the amount, shape, location and utilization rate of the steel or concrete, the composite columns are closer to the steel or reinforced concrete columns. The composite steel-concrete structures utilize high compressive strength of concrete and high tensile resistance of the structural steel. The steel-concrete connection is therefore highly efficient, and by combining, it is possible to produce relatively lightweight structures with wide use in high-rise buildings and bridges. The composite steel-concrete columns have high strength with a relatively small cross-sectional area. Composite efficiency also depends on the type of composite steel-concrete column. The most commonly used type is a steel tube filled with concrete. In the case of a steel tube filled with concrete, it is possible to use the confining effect of a steel tube, which prevents lateral deformation of the concrete and at the same time, the concrete core prevents compression of the steel tube. These two effects increase the total resistance of the composite steel-concrete column. Other types are partially or fully concrete-encased steel section. The use of a fully concrete-encased steel cross-section increases the fire resistance of the cross-section as the steel profile is protected by concrete against the effects of fire. The criterion for selecting the appropriate shape and type of the steel part of the column cross-section, the design of the global structural system of the object should be taken into account. Not only one European standard is needed to design composite steel-concrete structures. In addition to the standard EN 1994-1-1 Design of composite steel and concrete structures, it is also necessary to use standards EN 1992-1-1 Design of concrete structures and EN 1993-1-1 Design of steel structures.

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Sonnenschein R., Gajdošová K., Gramblicka S. Comparison of Composite, Steel and Reinforced Concrete Columns // IOP Conference Series: Materials Science and Engineering. 2020. Vol. 960. No. 3. p. 32093.
GOST all authors (up to 50) Copy
Sonnenschein R., Gajdošová K., Gramblicka S. Comparison of Composite, Steel and Reinforced Concrete Columns // IOP Conference Series: Materials Science and Engineering. 2020. Vol. 960. No. 3. p. 32093.
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RIS Copy
TY - JOUR
DO - 10.1088/1757-899x/960/3/032093
UR - https://doi.org/10.1088/1757-899x/960/3/032093
TI - Comparison of Composite, Steel and Reinforced Concrete Columns
T2 - IOP Conference Series: Materials Science and Engineering
AU - Sonnenschein, Robert
AU - Gajdošová, Katarína
AU - Gramblicka, Stefan
PY - 2020
DA - 2020/12/01
PB - IOP Publishing
SP - 32093
IS - 3
VL - 960
SN - 1757-8981
SN - 1757-899X
ER -
BibTex |
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BibTex (up to 50 authors) Copy
@article{2020_Sonnenschein,
author = {Robert Sonnenschein and Katarína Gajdošová and Stefan Gramblicka},
title = {Comparison of Composite, Steel and Reinforced Concrete Columns},
journal = {IOP Conference Series: Materials Science and Engineering},
year = {2020},
volume = {960},
publisher = {IOP Publishing},
month = {dec},
url = {https://doi.org/10.1088/1757-899x/960/3/032093},
number = {3},
pages = {32093},
doi = {10.1088/1757-899x/960/3/032093}
}
MLA
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Sonnenschein, Robert, et al. “Comparison of Composite, Steel and Reinforced Concrete Columns.” IOP Conference Series: Materials Science and Engineering, vol. 960, no. 3, Dec. 2020, p. 32093. https://doi.org/10.1088/1757-899x/960/3/032093.