Relaxation of Viscoelastic Properties of Sandstones: Hysteresis and Anisotropy
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61388998%3A_____%2F24%3A00587961" target="_blank" >RIV/61388998:_____/24:00587961 - isvavai.cz</a>
Nalezeny alternativní kódy
RIV/68407700:21340/24:00382262
Výsledek na webu
<a href="https://link.springer.com/article/10.1007/s00603-024-03914-6" target="_blank" >https://link.springer.com/article/10.1007/s00603-024-03914-6</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/s00603-024-03914-6" target="_blank" >10.1007/s00603-024-03914-6</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Relaxation of Viscoelastic Properties of Sandstones: Hysteresis and Anisotropy
Popis výsledku v původním jazyce
Elastic nonlinearity in sandstones is given by the combination of slow and fast effects, leading to hysteresis and relaxation of the viscoelastic properties after the sample is perturbed (conditioning). While a lot of experimental evidences of slow dynamics are available, quantification of nonclassical nonlinearity is still difficult: nonlinear indicators must be introduced which are independent of both experimental configuration and on conditioning strain amplitude, which is often difficult to quantify in an accurate way. In this contribution, we introduce and analyze some possible quantities describing nonlinear viscoelasticity in sandstones, derived from a non-equilibrium strain model. We will show that they identify real material properties, in the sense that they are not dependent on experimental details (such as experiment duration, conditioning pro-tocol, frequency, ...) and can be measured easily with good repeatability.
Název v anglickém jazyce
Relaxation of Viscoelastic Properties of Sandstones: Hysteresis and Anisotropy
Popis výsledku anglicky
Elastic nonlinearity in sandstones is given by the combination of slow and fast effects, leading to hysteresis and relaxation of the viscoelastic properties after the sample is perturbed (conditioning). While a lot of experimental evidences of slow dynamics are available, quantification of nonclassical nonlinearity is still difficult: nonlinear indicators must be introduced which are independent of both experimental configuration and on conditioning strain amplitude, which is often difficult to quantify in an accurate way. In this contribution, we introduce and analyze some possible quantities describing nonlinear viscoelasticity in sandstones, derived from a non-equilibrium strain model. We will show that they identify real material properties, in the sense that they are not dependent on experimental details (such as experiment duration, conditioning pro-tocol, frequency, ...) and can be measured easily with good repeatability.
Klasifikace
Druh
J<sub>imp</sub> - Článek v periodiku v databázi Web of Science
CEP obor
—
OECD FORD obor
20501 - Materials engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/TM04000065" target="_blank" >TM04000065: Slitiny s vysokou entropií připravené metodami aditivní výroby pro využití v jaderné energetice</a><br>
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2024
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Rock Mechanics and Rock Engineering
ISSN
0723-2632
e-ISSN
1434-453X
Svazek periodika
57
Číslo periodika v rámci svazku
9
Stát vydavatele periodika
AT - Rakouská republika
Počet stran výsledku
14
Strana od-do
6701-6714
Kód UT WoS článku
001216996300001
EID výsledku v databázi Scopus
2-s2.0-85191850915