Analysis of prestressing tendons layout of the concrete bridge

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00207926" target="_blank" >RIV/68407700:21110/13:00207926 - 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

Analysis of prestressing tendons layout of the concrete bridge

Popis výsledku v původním jazyce

The article deals with comparison of the two tendons layout system of bridges constructed by using cantilever technology. System of prestressing tendons layout consisted from bent cantilever tendons supplemented with short prestressing tendons placed onthe bottom of the section in the middle of the span and system of prestressing tendons layout consisted from straight cantilever tendons supplemented with continuous tendons. The analysis is mainly focused on development of inner forces caused by prestressing and comparison of the influence of prestressing tendons layout system on deflection reduction in the middle of the span.

Název v anglickém jazyce

Analysis of prestressing tendons layout of the concrete bridge

Popis výsledku anglicky

The article deals with comparison of the two tendons layout system of bridges constructed by using cantilever technology. System of prestressing tendons layout consisted from bent cantilever tendons supplemented with short prestressing tendons placed onthe bottom of the section in the middle of the span and system of prestressing tendons layout consisted from straight cantilever tendons supplemented with continuous tendons. The analysis is mainly focused on development of inner forces caused by prestressing and comparison of the influence of prestressing tendons layout system on deflection reduction in the middle of the span.

Druh

O - Ostatní výsledky

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

2013

Kód důvěrnosti údajů

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