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LIPOWCZAN, M. ŠOMODÍKOVÁ, M. LEHKÝ, D.
Originální název
Fracture Tests of Multiple Specimen Sizes: Mechanical Fracture Parameters of C30/37 Concrete by Inverse Analysis
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
Originální abstrakt
The paper presents a part of the research aimed at developing a comprehensive experimental–computational methodology for determining the values of mechanical fracture parameters of concrete independent of the specimen size and geometry. To this end, laboratory fracture tests in three-point bending and wedge-splitting test configurations were carried out using three different specimen sizes with two well-separated initial notch depths. The test records were used to identify selected mechanical fracture parameters using inverse analysis. Identifications were performed for individual specimens of each test configuration followed by statistical evaluation for individual sizes, notch depths, test configurations and for all specimens tested. The obtained parameters were used in the numerical simulation of the tests and the resulting load vs. displacement diagrams were compared with the experimental ones. The parameters were also analysed in terms of their dependence on the size of the initial uncracked ligament. As expected, a significant dependence of the fracture parameters was confirmed.
Klíčová slova
C30/37 concrete, inverse analysis, mechanical fracture parameters, size effect, three-point bending test, wedge splitting tests.
Autoři
LIPOWCZAN, M.; ŠOMODÍKOVÁ, M.; LEHKÝ, D.
Vydáno
31. 12. 2021
Nakladatel
De Gruyter Open
Místo
Technical University of Ostrava
ISSN
1804-4824
Periodikum
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series
Ročník
21
Číslo
2
Stát
Česká republika
Strany od
44
Strany do
49
Strany počet
6
URL
http://tces.vsb.cz/Home/ArticleDetail/821
BibTex
@article{BUT175711, author="Martin {Lipowczan} and Martina {Sadílková Šomodíková} and David {Lehký}", title="Fracture Tests of Multiple Specimen Sizes: Mechanical Fracture Parameters of C30/37 Concrete by Inverse Analysis", journal="Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series", year="2021", volume="21", number="2", pages="44--49", doi="10.35181/tces-2021-0012", issn="1804-4824", url="http://tces.vsb.cz/Home/ArticleDetail/821" }