Evaluation of concrete fatigue measurements using standard and non-linear regression model
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU96680" target="_blank" >RIV/00216305:26110/11:PU96680 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Evaluation of concrete fatigue measurements using standard and non-linear regression model
Original language description
The paper deals with the problem of estimating the S-N curve for the cement based composites under fatigue loading. Selected approximation curves for mechanical-fracture parameter values derived from specific fracture energy in time are used to determinethe most accurate fatigue parameter values corresponding to the age of specimens when dynamic tests were performed. For standard description of S-N curve the power dependence and Weibull model developed by Castillo et al. are used to discuss the problemunder study and the suitability of using models as an input data for finite element modeling.
Czech name
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Czech description
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Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GAP104%2F11%2F0833" target="_blank" >GAP104/11/0833: Response of cement based composites to fatigue loading: advanced numerical modeling and testing</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Applied Mechanics and Materials
ISSN
1662-7482
e-ISSN
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Volume of the periodical
2011
Issue of the periodical within the volume
10
Country of publishing house
CH - SWITZERLAND
Number of pages
6
Pages from-to
121-126
UT code for WoS article
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EID of the result in the Scopus database
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