On the problems of actual behaviour and load-carrying capacity of steel anchor bolts subjected to repeated tension loading

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102074" target="_blank" >RIV/00216305:26110/12:PU102074 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

On the problems of actual behaviour and load-carrying capacity of steel anchor bolts subjected to repeated tension loading

Popis výsledku v původním jazyce

The paper deals with some selected problems and brings some information about the experimental research oriented to the post-installed mechanical fastening members, steel expansion anchors to concrete, in case of steel-bolt failure, which is one of two basic and most often modes of failure in the event of these anchorage elements. They are known values of their load-carrying capacity only in case of static (monotonic) tension force, but they are also often subjected to cyclic (repeated) loading, too. That is why it seems to be useful to know also their values of cyclic tension capacity. Therefore for the determination of load-carrying capacity in case of repeated loading they were used the experiments with the cyclic tensile force in comparison with the known static values and next they were found their dependences.

Název v anglickém jazyce

On the problems of actual behaviour and load-carrying capacity of steel anchor bolts subjected to repeated tension loading

Popis výsledku anglicky

The paper deals with some selected problems and brings some information about the experimental research oriented to the post-installed mechanical fastening members, steel expansion anchors to concrete, in case of steel-bolt failure, which is one of two basic and most often modes of failure in the event of these anchorage elements. They are known values of their load-carrying capacity only in case of static (monotonic) tension force, but they are also often subjected to cyclic (repeated) loading, too. That is why it seems to be useful to know also their values of cyclic tension capacity. Therefore for the determination of load-carrying capacity in case of repeated loading they were used the experiments with the cyclic tensile force in comparison with the known static values and next they were found their dependences.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

Recent Advances in Engineering ? Proceedings of 3rd European Conference of Civil Engineering (ECCIE'12)

ISBN

978-1-61804-137-1

ISSN

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e-ISSN

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Počet stran výsledku

4

Strana od-do

273-276

Název nakladatele

WSEAS Press

Místo vydání

Paris, France

Místo konání akce

Paris

Datum konání akce

2. 12. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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