Assessment of fatigue resistance of concrete: S-N curves to the Paris? law curves
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F22%3A00558428" target="_blank" >RIV/68081723:_____/22:00558428 - isvavai.cz</a>
Alternative codes found
RIV/00216305:26110/22:PU144558 RIV/61989100:27120/22:10250605
Result on the web
<a href="https://www.sciencedirect.com/science/article/pii/S0950061822014842?via%3Dihub" target="_blank" >https://www.sciencedirect.com/science/article/pii/S0950061822014842?via%3Dihub</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.conbuildmat.2022.127811" target="_blank" >10.1016/j.conbuildmat.2022.127811</a>
Alternative languages
Result language
angličtina
Original language name
Assessment of fatigue resistance of concrete: S-N curves to the Paris? law curves
Original language description
Fatigue behaviour of concrete materials is often investigated on un-notched specimens under the compressive or bending loads. In this experimental study, a notched three-point bending (TPB) specimen is used in high-cycle fatigue experiments to obtain the Wohler's curve. Based on this approach, a novel, yet relatively simple transition from the traditional Wohler's curve to the Paris' law curve is proposed. Such a methodology allows one to obtain the Paris' law material constants, which are used to determine the fatigue failure of the structure or a component. The constants of the experimentally determined material, measured in four different concrete mixtures, have been verified by recalculating the number of cycles until the fatigue failure Nf by the integration of the Paris' law equation. The back-calculated number of cycles and the approximation of the S-N curve allowed for a comparison with the experimental data. Furthermore, the initial notch tip was extended in this approximation by the value of the critical distance. Such an extension allowed us to cover a wide range of the experimental data and provided a better prediction of fatigue life. The proposed method was verified on all four studied materials and showed satisfactory results.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GA21-08772S" target="_blank" >GA21-08772S: Influence of Self-Healing effects on structural fatigue life extension of structures made from high performance concrete (InShe)</a><br>
Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Construction and Building Materials
ISSN
0950-0618
e-ISSN
1879-0526
Volume of the periodical
341
Issue of the periodical within the volume
JUL
Country of publishing house
GB - UNITED KINGDOM
Number of pages
18
Pages from-to
127811
UT code for WoS article
000806356700003
EID of the result in the Scopus database
2-s2.0-85131216080