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KALA, Zdeněk; KALA, Jiří; ŠKALOUD, Miroslav; TEPLÝ, Břetislav
Original Title
Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue Behaviour of Steel Plate Girders
English Title
Type
Peer-reviewed article not indexed in WoS or Scopus
Original Abstract
The behaviour of steel structures is analysed in the article. When analyzing the maximal loading value in the moment preceding the collapse, material and geometrical non-linearity must be taken into consideration. Since the correct choice of a non-linear behaviour model has a significant impact on the result, the article provides a detailed analysis. The complexity of stress state characteristics called for the application of a detailed computational model formed by brick elements.
English abstract
Keywords
sensitivity, fatigue, steel, buckling, girder
Key words in English
Authors
Released
01.01.2005
Publisher
Vilnius technical university
ISBN
1392-5113
Periodical
Nonlinear Analysis-Modelling and Control
Volume
11
Number
2
State
Republic of Lithuania
Pages from
99
Pages to
107
Pages count
9
BibTex
@article{BUT42811, author="Zdeněk {Kala} and Jiří {Kala} and Miroslav {Škaloud} and Břetislav {Teplý}", title="Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue Behaviour of Steel Plate Girders", journal="Nonlinear Analysis-Modelling and Control", year="2005", volume="11", number="2", pages="99--107", issn="1392-5113" }