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VILD, M. BAJER, M.
Originální název
Strengthening under Load: Numerical Study of Flexural Buckling of Columns
Typ
článek v časopise ve Web of Science, Jimp
Jazyk
angličtina
Originální abstrakt
The paper refers to the strengthening of doubly symmetric columns under load by welded plates. A validated numerical study containing more than 500 models was performed to question the currently used design procedures. These procedures are not unified but vary greatly in different countries. The overly conservative design approach used in the Czech Republic contrasts with the approach completely neglecting the effect of preload commonly used in the USA. The effect of various parameters on the flexural buckling resistance of columns strengthened under load was investigated. The selected parameters were the thickness of the strengthening flange, the column length, the initial bow imperfection, the preload magnitude and the direction of the axis which is pinned while the other axis is fixed. Several conclusions were reached from provided results and a simple analytical method is proposed. The load under which the column is strengthened weakens the column but only slightly.
Klíčová slova
Column; experiment; finite element analysis; parametric study; steel; strengthening under load
Autoři
VILD, M.; BAJER, M.
Vydáno
3. 6. 2017
Nakladatel
Elsevier
Místo
Nizozemsko
ISSN
1877-7058
Periodikum
Procedia Engineering
Ročník
190
Číslo
1
Stát
Strany od
118
Strany do
125
Strany počet
8
URL
http://dx.doi.org/10.1016/j.proeng.2017.05.316
Plný text v Digitální knihovně
http://hdl.handle.net/11012/69334
BibTex
@article{BUT136600, author="Martin {Vild} and Miroslav {Bajer}", title="Strengthening under Load: Numerical Study of Flexural Buckling of Columns", journal="Procedia Engineering", year="2017", volume="190", number="1", pages="118--125", doi="10.1016/j.proeng.2017.05.316", issn="1877-7058", url="http://dx.doi.org/10.1016/j.proeng.2017.05.316" }