Uncertainty in Crack Width Estimates According to fib Model Code 2010
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F17%3A00313911" target="_blank" >RIV/68407700:21610/17:00313911 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1515/tvsb-2017-0018" target="_blank" >http://dx.doi.org/10.1515/tvsb-2017-0018</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1515/tvsb-2017-0018" target="_blank" >10.1515/tvsb-2017-0018</a>
Alternative languages
Result language
angličtina
Original language name
Uncertainty in Crack Width Estimates According to fib Model Code 2010
Original language description
The contribution is focused on quantifying model uncertainty of crack width estimates for reinforced concrete beams. Predictions obtained by the model provided by the fib Model Code 2010 are compared with results of tests of beams having different longitudinal and shear reinforcement ratios and concrete cover. Trends of model uncertainty with basic variables are investigated.
Czech name
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Czech description
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Classification
Type
J<sub>ost</sub> - Miscellaneous article in a specialist periodical
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GA16-04132S" target="_blank" >GA16-04132S: Epistemic uncertainty of crack models in reinforced concrete structures</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Transactions of the VŠB - Technical University of Ostrava, Civil Engineering Series
ISSN
1213-1962
e-ISSN
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Volume of the periodical
17/1
Issue of the periodical within the volume
July
Country of publishing house
CZ - CZECH REPUBLIC
Number of pages
4
Pages from-to
155-158
UT code for WoS article
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EID of the result in the Scopus database
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