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SEITL, S.; ŠIMONOVÁ, H.; KERŠNER, Z.; FERNÁNDEZ-CANTELI, A.
Original Title
Evaluation of concrete fatigue measurements using standard and non-linear regression model
English Title
Type
Peer-reviewed article not indexed in WoS or Scopus
Original Abstract
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 determine the 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 problem under study and the suitability of using models as an input data for finite element modeling.
English abstract
Keywords
Fatigue, concrete, Castillos model, approximation, Wöhler curve.
Key words in English
Authors
RIV year
2012
Released
24.10.2011
Location
Švýcarsko
ISBN
1662-7482
Periodical
Applied Mechanics and Materials
Volume
2011
Number
10
State
Swiss Confederation
Pages from
121
Pages to
126
Pages count
6
BibTex
@article{BUT89102, author="Stanislav {Seitl} and Hana {Šimonová} and Zbyněk {Keršner} and Alfonso Fernández {Canteli}", title="Evaluation of concrete fatigue measurements using standard and non-linear regression model", journal="Applied Mechanics and Materials", year="2011", volume="2011", number="10", pages="121--126", issn="1662-7482" }