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PRESTRESSED I-BEAMS MADE OF ULTRA-HIGH PERFORMANCE CONCRETE FOR CONSTRUCTION OF RAILWAY BRIDGES

Identifikátory výsledku

  • Kód výsledku v IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F15%3A00236605" target="_blank" >RIV/68407700:21610/15:00236605 - isvavai.cz</a>

  • Výsledek na webu

  • DOI - Digital Object Identifier

Alternativní jazyky

  • Jazyk výsledku

    angličtina

  • Název v původním jazyce

    PRESTRESSED I-BEAMS MADE OF ULTRA-HIGH PERFORMANCE CONCRETE FOR CONSTRUCTION OF RAILWAY BRIDGES

  • Popis výsledku v původním jazyce

    This paper focuses on research into prestressed I-beams made of ultra-high performance concrete, which are designed to be structural elements in small and medium span railway bridges. Prestressed concrete I-beams are designed with ten prestressing cablesin the bottom flange. The prestressed beams are laid close together in the actual structure with panels inserted between them. The entire structure will subsequently become monolithic. At the present time, I-beams made of rolled steel are commonly usedas structural elements in this type of structure. The advantage of these types of structures lies in their having a low construction height. This paper presents a computer and experimental analysis of the loading of UHPC prestressed Ibeams. For the purpose of the experiments, three specimens of 7 m span and two specimens of 12 m span were made. The specimens were subsequently tested in the laboratory in four-point bending tests. The paper presents the process and results of the experimen

  • Název v anglickém jazyce

    PRESTRESSED I-BEAMS MADE OF ULTRA-HIGH PERFORMANCE CONCRETE FOR CONSTRUCTION OF RAILWAY BRIDGES

  • Popis výsledku anglicky

    This paper focuses on research into prestressed I-beams made of ultra-high performance concrete, which are designed to be structural elements in small and medium span railway bridges. Prestressed concrete I-beams are designed with ten prestressing cablesin the bottom flange. The prestressed beams are laid close together in the actual structure with panels inserted between them. The entire structure will subsequently become monolithic. At the present time, I-beams made of rolled steel are commonly usedas structural elements in this type of structure. The advantage of these types of structures lies in their having a low construction height. This paper presents a computer and experimental analysis of the loading of UHPC prestressed Ibeams. For the purpose of the experiments, three specimens of 7 m span and two specimens of 12 m span were made. The specimens were subsequently tested in the laboratory in four-point bending tests. The paper presents the process and results of the experimen

Klasifikace

  • Druh

    O - Ostatní výsledky

  • CEP obor

    JN - Stavebnictví

  • OECD FORD obor

Návaznosti výsledku

  • Projekt

  • Návaznosti

    S - Specificky vyzkum na vysokych skolach

Ostatní

  • Rok uplatnění

    2015

  • Kód důvěrnosti údajů

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