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ZIMMERMANN, T.; STRAUSS, A.; LEHKÝ, D.; NOVÁK, D.; KERŠNER, Z.
Original Title
Stochastic fracture-mechanical characteristics of concrete based on experiments and inverse analysis.
English Title
Type
WoS Article
Original Abstract
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.
English abstract
Keywords
Fracture-mechanical parameters; reliability; inverse analysis; fracture energy; materials database.
Key words in English
Authors
RIV year
2015
Released
24.09.2014
ISBN
0950-0618
Periodical
Construction and Building Materials
Volume
2014
Number
73
State
United Kingdom of Great Britain and Northern Ireland
Pages from
535
Pages to
543
Pages count
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" }