Prestressed I-Beams of 12 m Span Made of Ultra-High Performance Concrete for Construction of Railway Bridges
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F14%3A00222533" target="_blank" >RIV/68407700:21610/14:00222533 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.587-589.1593" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.587-589.1593</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.587-589.1593" target="_blank" >10.4028/www.scientific.net/AMM.587-589.1593</a>
Alternative languages
Result language
angličtina
Original language name
Prestressed I-Beams of 12 m Span Made of Ultra-High Performance Concrete for Construction of Railway Bridges
Original language description
This paper focuses on research of prestressed I-beams made of ultra-high performance concrete (UHPC), which are designed to be structural elements in small and medium span railway bridges. Prestressed concrete I-beams are designed with ten prestressing cables in 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 commonlyused as structural elements in this type of structure. The advantage of these types of structures lies in their having low construction height. This paper presents a computer and experimental analysis of loading of UHPC prestressed I-beams. For the purpose of the experiments, three 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 experiments. Simultaneously with the e
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GA13-12676S" target="_blank" >GA13-12676S: Advanced research of UHPC matrix for ultra thin elements with non-conventional reinforcement</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
4th International Conference on Civil Engineering, Architecture and Building Materials
ISBN
9783038351672
ISSN
1660-9336
e-ISSN
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Number of pages
4
Pages from-to
1593-1596
Publisher name
TRANS TECH PUBLICATIONS LTD
Place of publication
ZURICH
Event location
Haikou
Event date
May 24, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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