Determining the Size of Anchor Plates on the Basis of Laboratory Measurements

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F14%3A86089700" target="_blank" >RIV/61989100:27120/14:86089700 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.1020.329" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMR.1020.329</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.1020.329" target="_blank" >10.4028/www.scientific.net/AMR.1020.329</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Determining the Size of Anchor Plates on the Basis of Laboratory Measurements

Popis výsledku v původním jazyce

An important part of the design of anchorage strands is the proper use of anchor plates, which is responsible for transfer of point load (pre-stressing force) from the steel element to the masonry. The anchor plates are usually designed from steel platesthat provide transmission of the pre-stressing force from rod (ropes) to the masonry by concentric pressure. Therefore, their size is designed to not exceeded the design strength of concentric pressure masonry under the anchor plate. The thickness of the anchor plates contributes to reduce its deformation during tensioning to a minimum. The aim of this paper is performance of laboratory measurements of prestressed masonry deformation especially in the anchorage zone with using of anchor plates with dimensions of 150 x 150 whit thickness 10 and 20 mm. Prestressed element is a brick corner with a height of 870 mm and thickness 440 mm (exposed masonry). Subsequently are intended anchor plates of suitable size parameters so that they can b

Název v anglickém jazyce

Determining the Size of Anchor Plates on the Basis of Laboratory Measurements

Popis výsledku anglicky

An important part of the design of anchorage strands is the proper use of anchor plates, which is responsible for transfer of point load (pre-stressing force) from the steel element to the masonry. The anchor plates are usually designed from steel platesthat provide transmission of the pre-stressing force from rod (ropes) to the masonry by concentric pressure. Therefore, their size is designed to not exceeded the design strength of concentric pressure masonry under the anchor plate. The thickness of the anchor plates contributes to reduce its deformation during tensioning to a minimum. The aim of this paper is performance of laboratory measurements of prestressed masonry deformation especially in the anchorage zone with using of anchor plates with dimensions of 150 x 150 whit thickness 10 and 20 mm. Prestressed element is a brick corner with a height of 870 mm and thickness 440 mm (exposed masonry). Subsequently are intended anchor plates of suitable size parameters so that they can b

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

—

Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

Advanced Materials Research. Volume 1020

ISBN

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ISSN

1022-6680

e-ISSN

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Počet stran výsledku

6

Strana od-do

329-334

Název nakladatele

Trans Tech Publication Ltd

Místo vydání

Zürich

Místo konání akce

Ostrava

Datum konání akce

24. 6. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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