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ZIMMERMANN, T. STRAUSS, A. LEHKÝ, D. NOVÁK, D. KERŠNER, Z.
Originální název
Stochastic fracture-mechanical characteristics of concrete based on experiments and inverse analysis.
Typ
článek v časopise ve Web of Science, Jimp
Jazyk
angličtina
Originální abstrakt
The paper describes the results of an extensive experimental program which focused on determining fracture-mechanical parameters and their stochastic models of concrete C25/30. The testing program consisted of compression tests on cubic specimens, three-point bending tests on beams with notch and wedge-splitting tests on cubic specimens with notch. In the case of the three-point bending tests, along with the standard evaluation of fracture-mechanical properties according to code specifications material parameter identification was carried out. In addition, the time development of fracture-mechanical parameters and their variability was studied.
Klíčová slova
Fracture-mechanical parameters; reliability; inverse analysis; fracture energy; materials database.
Autoři
ZIMMERMANN, T.; STRAUSS, A.; LEHKÝ, D.; NOVÁK, D.; KERŠNER, Z.
Rok RIV
2014
Vydáno
24. 9. 2014
ISSN
0950-0618
Periodikum
Construction and building materials
Ročník
Číslo
73
Stát
Spojené království Velké Británie a Severního Irska
Strany od
535
Strany do
543
Strany počet
9
BibTex
@article{BUT110117, author="Thomas {Zimmermann} and Alfred {Strauss} and David {Lehký} and Drahomír {Novák} and Zbyněk {Keršner}", title="Stochastic fracture-mechanical characteristics of concrete based on experiments and inverse analysis.", journal="Construction and building materials", year="2014", volume="2014", number="73", pages="535--543", doi="10.1016/j.conbuildmat.2014.09.087", issn="0950-0618" }