Fastening of steel structural members to concrete using post-installed mechanical fasteners

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU85584" target="_blank" >RIV/00216305:26110/09:PU85584 - 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

Fastening of steel structural members to concrete using post-installed mechanical fasteners

Popis výsledku v původním jazyce

In this paper some problems of the actual behaviour and load-carrying capacity of members for the fastening of steel structures to concrete are discussed. The paper presents information on the experimental research programme oriented towards the verification of steel fasteners post-installed to concrete using the effect of mechanical interaction between both components (steel and concrete members). The observed fastening members tested under tension loading were subjected to static (monotonic) loading and to repeated (cyclic) loading actions as well. The data obtained from these experiments were evaluated utilizing methods based on statistical and probabilistic approaches. The results presented here also demonstrate the design resistance determinationusing methods of the design assisted by testing.

Název v anglickém jazyce

Fastening of steel structural members to concrete using post-installed mechanical fasteners

Popis výsledku anglicky

In this paper some problems of the actual behaviour and load-carrying capacity of members for the fastening of steel structures to concrete are discussed. The paper presents information on the experimental research programme oriented towards the verification of steel fasteners post-installed to concrete using the effect of mechanical interaction between both components (steel and concrete members). The observed fastening members tested under tension loading were subjected to static (monotonic) loading and to repeated (cyclic) loading actions as well. The data obtained from these experiments were evaluated utilizing methods based on statistical and probabilistic approaches. The results presented here also demonstrate the design resistance determinationusing methods of the design assisted by testing.

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

2009

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the 9th International Conference on Steel-Concrete Composite and Hybrid Structures "ASCCS 2009" held in Leeds

ISBN

978-981-08-3068-7

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

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Název nakladatele

Research Publishing Services

Místo vydání

Singapore

Místo konání akce

Singapore

Datum konání akce

1. 1. 2009

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000273559400072