Is the beneficial post-buckled behaviour in thin-walled bridge construction eroded by the impact of many times repeated loading?

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F10%3A00351570" target="_blank" >RIV/68378297:_____/10:00351570 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Is the beneficial post-buckled behaviour in thin-walled bridge construction eroded by the impact of many times repeated loading?

Original language description

As a great part of steel structures are subjected to many times repeated loads (bridges, crane-supporting girders and the like), it is demonstrated, by means of the results of numerous experiments carried out by the authors in Prague, how the post-critical reserve of strength, the failure mechanism and the limit states of the webs of steel girders are affected by the cumulative damage process generated by the many times repeated character of loading, and how this phenomenon influences the design of suchgirders.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

<a href="/en/project/GA103%2F09%2F0091" target="_blank" >GA103/09/0091: Stability and fatigue problems of steel and composite steel-concrete economic-fabrication bridge structures</a><br>

Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2010

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Engineering research

ISBN

978-7298-40-0

ISSN

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e-ISSN

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Number of pages

9

Pages from-to

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Publisher name

Rotari Press, Komló, Hungary

Place of publication

Pécs

Event location

Pecs

Event date

Oct 25, 2010

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

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