Numerical analysis of bond between UHPC and steel reinforcement

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F18%3A00325776" target="_blank" >RIV/68407700:21610/18:00325776 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Numerical analysis of bond between UHPC and steel reinforcement
Original language description
The paper presents an analysis of the influence of the overall anchor length on the evaluation of the bond between the UHPC and the steel reinforcement. UHPC properties are very good known and described [1] - [4]. The smooth and ribbed steel reinforcement has been explored. In the context of finding recommendations for determining the anchoring length of steel reinforcement in UHPC, a number of experiments have been carried out. Through numerical analysis, the bond of both types of reinforcement with UHPC was simulated. Based on the comparison of the experiments in the pull-out tests and the results of the numerical analysis, recommendations were made on the anchor length of the individual types of steel reinforcement.
Czech name
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Czech description
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Project
<a href="/en/project/GA17-22796S" target="_blank" >GA17-22796S: Experimental and numerical analysis of bond behaviour between steel reinforcement and Ultra High Performance Concrete (UHPC) at elevated temperatures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the 12th International fib PhD Symposium in Civil Engineering
ISBN
978-80-01-06401-6
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
257-263
Publisher name
ČVUT v Praze, Fakulta stavební
Place of publication
Praha
Event location
Praha
Event date
Aug 29, 2018
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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