B4 Model Adaptation for Prediction of UHPC Strains from Creep and Shrinkage
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00334100" target="_blank" >RIV/68407700:21110/19:00334100 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.292.210" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/SSP.292.210</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.292.210" target="_blank" >10.4028/www.scientific.net/SSP.292.210</a>
Alternative languages
Result language
angličtina
Original language name
B4 Model Adaptation for Prediction of UHPC Strains from Creep and Shrinkage
Original language description
High compressive strength of ultra-high performance concrete (UHPC) defines high level of compressive strains of UHPC structural elements when efficiently designed. Significant effects are rheological changes in the concrete mixture caused by creep and shrinkage. To design reliable structures with sufficient level of prestressing, it is necessary to determine and predict the magnitude of creep and shrinkage strains of UHPC. Creep and shrinkage model B4 is currently used as most advanced material model based on great consistency with large set of experimental results and measurements on real structures and bridges. It seems to be viable for use for prediction of creep and shrinkage strains of UHPC as it predicts long-term strains by incorporating effect of volume of additives and admixtures used in the fresh concrete. Model B4 also takes into effect thermal treatment of fresh concrete, which accelerates cement hydration in early age. For UHPC mixture is characteristic very low water to cement ratio which is compensated by adding superplasticizers. UHPC mixture also contains large volumes of fine ground additives, most common is silica fume. Current model B4 has several limitations that are often exceeded by characteristics of UHPC. In this paper, these limitations are identified and viable adaptation of model B4 is presented.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
25th Concrete Days 2018
ISBN
978-3-0357-1459-3
ISSN
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e-ISSN
1662-9779
Number of pages
7
Pages from-to
210-216
Publisher name
Trans Tech Publications
Place of publication
Curich
Event location
Praha
Event date
Nov 21, 2018
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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