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KALA, Z. PUKLICKÝ, L. OMISHORE, A. KARMAZÍNOVÁ, M. MELCHER, J.
Original Title
Stability Problems of Steel-Concrete Members Composed of High Strength Materials
Type
journal article - other
Language
English
Original Abstract
The presented paper deals with the stochastic analysis of the ultimate limit states of steel-concrete building members. The load carrying capacity of steel-concrete columns, comprising of steel profiles encased in high strength concrete, in compression is analyzed. The first part of the paper lists assumptions for the determination of the theoretical load carrying capacity of the column. Principles of elasticity and plasticity are used to determine stresses in the concrete and steel sections. Statistical characteristics of input material and geometrical imperfections are listed. Results of the theoretical analysis are then compared with results of experimental research. Statistical characteristics of obtained results of the theoretical analysis were verified using statistical characteristics obtained from experimental research. Numerical simulation LHS and Monte Carlo methods, which take into account the influences of variability of input imperfections, were employed. The influence of the utilization of the plastic reserve in the determination of the load carrying capacity of the analysed strut is shown. The influence of the initial geometric imperfections of initial strut curvature on the load carrying capacity is also presented.
Keywords
Material, Steel, Concrete, Structure, Imperfections, Failure, Random, Reliability
Authors
KALA, Z.; PUKLICKÝ, L.; OMISHORE, A.; KARMAZÍNOVÁ, M.; MELCHER, J.
RIV year
2010
Released
12. 4. 2010
ISBN
1392-3730
Periodical
Journal of civil engineering and management
Year of study
16
Number
3
State
Republic of Lithuania
Pages from
352
Pages to
362
Pages count
11
BibTex
@article{BUT50480, author="Zdeněk {Kala} and Libor {Puklický} and Abayomi {Omishore} and Marcela {Karmazínová} and Jindřich {Melcher}", title="Stability Problems of Steel-Concrete Members Composed of High Strength Materials", journal="Journal of civil engineering and management", year="2010", volume="16", number="3", pages="352--362", issn="1392-3730" }