Experimental Analysis of Crack Development of an UHPC Wall Element Under Shear Loading

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00349516" target="_blank" >RIV/68407700:21110/20:00349516 - isvavai.cz</a>
Result on the web
<a href="https://link.springer.com/chapter/10.1007/978-3-030-58482-5_61" target="_blank" >https://link.springer.com/chapter/10.1007/978-3-030-58482-5_61</a>
DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Experimental Analysis of Crack Development of an UHPC Wall Element Under Shear Loading
Original language description
UHPC (Ultra High-Performance Concrete) is an innovative material that enables design of lightweight and structurally optimized, long-lasting structures. In this paper, an experimental analysis of precast webs of a “butterfly web” box-girder bridge on scaled-down specimens is presented. Pretensioned beam specimens were analysed in 2 variants–with continuous web and with lightened web. Based on the experimental results both variants are compared and numerical and material models suitable for UHPC modelling in software SCIA Engineer are presented. In SCIA Engineer the modified Mazarz material damage model is implemented which is applicable for material with residual strength typical for FRC and UHPFRC.
Czech name
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Czech description
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Publication year
2020
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Fibre Reinforced Concrete: Improvements and Innovations
ISBN
978-3-030-58481-8
ISSN
2211-0844
e-ISSN
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Number of pages
12
Pages from-to
681-692
Publisher name
Springer, Cham
Place of publication
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Event location
Valencia
Event date
Sep 21, 2020
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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