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Wyszukujesz frazę "anisotropy factor" wg kryterium: Temat


Wyświetlanie 1-3 z 3
Tytuł:
Parametrization of Cauchy stress tensor treated as autonomous object using isotropy angle and skewness angle
Autorzy:
Ziółkowski, Andrzej
Powiązania:
https://bibliotekanauki.pl/articles/38887565.pdf
Data publikacji:
2022
Wydawca:
Instytut Podstawowych Problemów Techniki PAN
Tematy:
Cauchy stress
oriented geometrical object
isotropy angle
skewness angle
isomorphic cylindrical coordinates
pure shear
comparison reference state
anisotropy factor
biaxial tests
simple shear
planar shear
triaxiality factor
Opis:
Intrinsic features (eigenproperties) of the Cauchy stress tensor are discussed. Novelty notions of isotropy and skewness mode angles are introduced for the improved parametric description of spherical (isotropic) and deviatoric (anisotropic) components of stress tensor. The skewness angle is defined with pure shear employed as a comparison reference mode upon observing that pure shear states can be interpreted as elementary (atomic) blocks of any macroscopic deviatoric stress state. An original statistical-physical interpretation of the stress tensor orthogonal invariants is provided. A micromechanical explanation for observed decrease of the stress tensor anisotropy factor values, measured in terms of the tensor orbit diameter, with stress deviator diverging from pure shear mode, is proposed. Explicit reasons explaining why biaxial experimental layouts (simple shear and/or planar shear) are insufficient for the comprehensive characterization of materials properties submitted to complex stress states loadings are presented. New explicit formulas for the triaxiality factor valid for biaxial stress states are delivered.
Źródło:
Engineering Transactions; 2022, 70, 3; 239-286
0867-888X
Pojawia się w:
Engineering Transactions
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Stress and displacement intensity factors of cracks in anisotropic media
Autorzy:
Kuznetsov, S.
Karakozova, A.
Powiązania:
https://bibliotekanauki.pl/articles/1839788.pdf
Data publikacji:
2020
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
naprężenie
anizotropia
pęknięcie
stress intensity factor
displacement intensity factor
anisotropy
asymptote
crack
pseudo-differential equation
Opis:
A relation connecting stress intensity factors (SIF) with displacement intensity factors (DIF) at the crack front is derived by solving a pseudodifferential equation connecting stress and displacement discontinuity fields for a plane crack in an elastic anisotropic medium with arbitrary anisotropy. It is found that at a particular point on the crack front, the vector valued SIF is uniquely determined by the corresponding DIF evaluated at the same point.
Źródło:
International Journal of Applied Mechanics and Engineering; 2020, 25, 3; 212-218
1734-4492
2353-9003
Pojawia się w:
International Journal of Applied Mechanics and Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Reliability analysis of bearing capacity of square footing on soil with strength anisotropy due to layered microstructure
Autorzy:
Kawa, M.
Powiązania:
https://bibliotekanauki.pl/articles/178907.pdf
Data publikacji:
2015
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
layered microstructure
square footing
strength anisotropy
reliability analysis
probability of failure
factor of safety
Opis:
The paper deals with reliability analysis of square footing on soil with strength anisotropy. The strength of the soil has been described with identified anisotropic strength criterion dedicated to geomaterials with layered microstructure. The analysis assumes dip angle α and azimuth angle β which define direction of lamination of the structure to be random variables with given probability density functions. Bearing capacity being a function of these variables is approximated based on results of deterministic simulations obtained for variety of orientations. The weighted regression method by Kaymaz and McMahon within the framework of Response Surface Method is used for the approximation. As a result of analysis, global factor of safety that corresponds to assumed value of probability of failure is determined. The value of the safety factor denotes the ratio between the value of the design load and the mean value of bearing capacity which is needed to reduce the probability of failure to the acceptable level. The procedure of calculating the factor has been presented for two different cases. In the first case, no information about lamination direction of the soil has been provided and thus all the orientations are assumed to be equally probable (uniform distribution). In the second case, statistical information including mean, variance and assumed probability distribution for both α and β angle is known. For the latter case, using results obtained for few different values of mean of angle α, also the influence of strength anisotropy on the value of global factor of safety is shown.
Źródło:
Studia Geotechnica et Mechanica; 2015, 37, 4; 19-28
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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