Detail publikace

Theoretical and Experimental Analysis of Fatigue Resistance of Steel Girder with Welded Slender Walls

Originální název

Theoretical and Experimental Analysis of Fatigue Resistance of Steel Girder with Welded Slender Walls

Anglický název

Theoretical and Experimental Analysis of Fatigue Resistance of Steel Girder with Welded Slender Walls

Jazyk

en

Originální abstrakt

The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. Parallelly with experiments, one of the ultimate load tests was computer modeled. In so doing, the girder was modelled, using the geometrically and materially non-linear variant of the shell finite element method, by the ANSYS program.

Anglický abstrakt

The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. Parallelly with experiments, one of the ultimate load tests was computer modeled. In so doing, the girder was modelled, using the geometrically and materially non-linear variant of the shell finite element method, by the ANSYS program.

BibTex


@inproceedings{BUT10866,
  author="Jiří {Kala} and Zdeněk {Kala} and Břetislav {Teplý} and Miroslav {Škaloud}",
  title="Theoretical and Experimental Analysis of Fatigue Resistance of Steel Girder with Welded Slender Walls",
  annote="The objective of the paper is to analyse the influence of initial imperfections on the behaviour of thin-walled girders welded of slender plate elements. Parallelly with experiments, one of the ultimate load tests was computer modeled. In so doing, the girder was modelled, using the geometrically and materially non-linear variant of the shell finite element method, by the ANSYS program.",
  booktitle="Staticko-konštrukčné a stavebno-fyzikálne problémy stavebných konštrukcií",
  chapter="10866",
  year="2003",
  month="november",
  pages="145",
  type="conference paper"
}