Detail publikace

Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue Behaviour of Steel Plate Girders

KALA, Zdeněk KALA, Jiří ŠKALOUD, Miroslav TEPLÝ, Břetislav

Originální název

Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue Behaviour of Steel Plate Girders

Anglický název

Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue Behaviour of Steel Plate Girders

Jazyk

en

Originální abstrakt

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.

Anglický abstrakt

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.

Dokumenty

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",
  annote="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.",
  address="Vilnius technical university",
  chapter="42811",
  institution="Vilnius technical university",
  journal="Nonlinear Analysis - Modelling and Control",
  number="2",
  volume="11",
  year="2005",
  month="january",
  pages="99--107",
  publisher="Vilnius technical university",
  type="journal article - other"
}