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MALÍKOVÁ, L. ŠIMONOVÁ, H. KUCHARCZYKOVÁ, B.
Original Title
Crack deflection under mixed-mode conditions in the fine-grained composites based on water glass-activated slag
Type
journal article in Web of Science
Language
English
Original Abstract
The paper is devoted to an analysis of the crack deflection angle in a semi-circular disc made of a fine-grained composite based on water glass-activated slag. Three-point bending together with an inclined crack ensures the crack propagation in I+II mixed mode. Generally, concrete material exhibits quasi-brittle fractme behavior. which is difficult to understand. Multi-parameter fracture mechanics concept shall help to describe the crack propagation and influence of choice of a suitable distance for application of generalized fiacture criteria is investigated. In the work, the well-known Maximum Tangential Stress (MTS) criterion as well as Strain Energy Density (SED) criterion are applied in their multi-parameter form find the initial kink angle. Williams power expansion is used to approximate the crack-tip stress field. Its coefficients need to be calculated numerically via combination of the finite element solution and over-deterministic method. Results are discussed and recommendations are stated regarding the critical length parameter as well as the number of the Williams expansion coefficients.
Keywords
Crack dellecdion; mixed-mode loading; fine-grained composite
Authors
MALÍKOVÁ, L.; ŠIMONOVÁ, H.; KUCHARCZYKOVÁ, B.
Released
2. 3. 2022
Publisher
WORLD SCIENTIFIC PUBL CO PTE LTD
Location
SINGAPORE
ISBN
1756-9737
Periodical
Journal of Multiscale Modeling
Year of study
13
Number
01
State
People's Republic of China
Pages from
1
Pages to
8
Pages count
URL
https://www.worldscientific.com/doi/10.1142/S1756973721440042
BibTex
@article{BUT177936, author="Lucie {Malíková} and Hana {Šimonová} and Barbara {Kucharczyková}", title="Crack deflection under mixed-mode conditions in the fine-grained composites based on water glass-activated slag", journal="Journal of Multiscale Modeling", year="2022", volume="13", number="01", pages="1--8", doi="10.1142/S1756973721440042", issn="1756-9737", url="https://www.worldscientific.com/doi/10.1142/S1756973721440042" }