DESIGN OF AN EXPERIMENTAL ARCH PEDESTRIAN BRIDGE MADE OF UHPC

Kód výsledku v IS VaVaI

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RIV/68407700:21610/16:00310959

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

DESIGN OF AN EXPERIMENTAL ARCH PEDESTRIAN BRIDGE MADE OF UHPC

Popis výsledku v původním jazyce

This paper presents the design of an experimental arch pedestrian bridge made of ultrahigh performance concrete (UHPC). The structure is designed as a permanent singlespan bridge. The span of the bridge structure is 10.00 m, the total width of shell structure is 0.03 m, and the clearance width of the pedestrian bridge is 1.50 m. The main structure of the bridge is one prefabricated arch shell structure made of UHPC with dispersed steel fibres without conventional reinforcement. Simultaneously with the designing of the bridge, computer analyses were created in which optimization of the material and geometric parameters of the structure were carried out. The presentation on the conference will contain also production and assembly of the pedestrian bridge. The presentation will include also long-term monitoring of the specimen of the shell structure in 1:1 scale and finally experimentally obtained load bearing capacity of the specimen. Production and testing of the bridge is scheduled for April 2016.

Název v anglickém jazyce

DESIGN OF AN EXPERIMENTAL ARCH PEDESTRIAN BRIDGE MADE OF UHPC

Popis výsledku anglicky

This paper presents the design of an experimental arch pedestrian bridge made of ultrahigh performance concrete (UHPC). The structure is designed as a permanent singlespan bridge. The span of the bridge structure is 10.00 m, the total width of shell structure is 0.03 m, and the clearance width of the pedestrian bridge is 1.50 m. The main structure of the bridge is one prefabricated arch shell structure made of UHPC with dispersed steel fibres without conventional reinforcement. Simultaneously with the designing of the bridge, computer analyses were created in which optimization of the material and geometric parameters of the structure were carried out. The presentation on the conference will contain also production and assembly of the pedestrian bridge. The presentation will include also long-term monitoring of the specimen of the shell structure in 1:1 scale and finally experimentally obtained load bearing capacity of the specimen. Production and testing of the bridge is scheduled for April 2016.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2016

Kód důvěrnosti údajů

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

Název statě ve sborníku

Arch Bridges in Culture

ISBN

978-83-7125-265-5

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

669-674

Název nakladatele

Arch Bridges in Culture

Místo vydání

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Místo konání akce

Wroclaw

Datum konání akce

5. 11. 2016

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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