Publication detail

Influence of Imperfections on the Loading Capacity of the Compression Flanges in Steel Railway Bridge Structures

Authors: Fridrich František | Šertler Hynek

Year: 2005

Type of publication: ostatní - přednáška nebo poster

Name of source: Proceedings of the Second International Conference "Reliabilty, Safety and Diagnostics of Transport Structures and Means 2005"

Publisher name: Univerzita Pardubice

Place:

Page from-to:

Titles:

Language	Name	Abstract	Keywords
cze	Vliv imperfekcí na únosnost tlačených přírub v železničních mostních konstrukcích.	Příspěvek se zabývá počítačovým ověřením spůsobu stanovení mezního zatížení	Boulení; tlak; zatížení; deska; konstrukce; mosty;
eng	Influence of Imperfections on the Loading Capacity of the Compression Flanges in Steel Railway Bridge Structures	The paper deals with a probabilistic procedure for assessment of ultimate carrying capacity of a compressed plate panel. Load carrying capacity assessment is accomplished on a sidewall of the bridge box girders that spans between three adjacent transverse stiffeners. It is assumed that transverse stiffeners are linearly elastic structures. The initial shape of the plate panel is supposed to be in sinusoidal form. The load carrying capacity is calculated with and without influence of residual stress after welding.	Buckling, compression, load, plate, structures, bridges,.

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