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Wyszukujesz frazę "initial deformation" wg kryterium: Temat


Wyświetlanie 1-4 z 4
Tytuł:
Analysis of selected properties of asphalt concrete with synthetic wax
Autorzy:
Mazurek, G.
Iwański, M.
Powiązania:
https://bibliotekanauki.pl/articles/202091.pdf
Data publikacji:
2018
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
initial yield strength
synthetic wax
Prony Series
pseudo-strain
viscoplastic deformation
granica plastyczności
wosk syntetyczny
szereg Prony
Opis:
This article discusses the issue of viscoplastic deformation that usually occurs in road pavements, especially in the summer season in Poland. The evaluation of viscoplastic deformations was performed on the example of the asphalt concrete designated for the binding course layer (AC16W). Additionally, the bitumen used for manufacturing asphalt concrete samples was modified with two types of synthetic waxes widely applied in the warm mix asphalt technology. These waxes varied in molecular weight, which affected their softening point results. Before decomposition of the total strain into elastic and viscoplastic part, oscillatory tests in the linear viscoelastic region were required. The generalized Maxwell model was used to describe the behavior of asphalt concrete in the linear viscoelastic range. Using the elasto-viscoelastic correspondence principle, described by Schapery, the initial yield strength stress was evaluated. The pseudostrain variable turned out to be useful for estimating the onset of viscoplastic strains occurring in road pavement. Such engineering procedure approach could result in faster approximation of the yield strength level during the design of pavement structures. It will also allow for differentiation of mixtures in terms of their susceptibility to permanent deformation and of their sensitivity to traffic induced overloading.
Źródło:
Bulletin of the Polish Academy of Sciences. Technical Sciences; 2018, 66, 2; 217-228
0239-7528
Pojawia się w:
Bulletin of the Polish Academy of Sciences. Technical Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Exact solution of the harmonic problem for a rectangular plate in flat deformation by the method of initial functions
Autorzy:
Olodo, E. T.
Adanhounme, V.
Hounkonnou, M. N.
Powiązania:
https://bibliotekanauki.pl/articles/265062.pdf
Data publikacji:
2017
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
harmonic functions
initial functions
flat deformation
funkcja harmoniczna
funkcja początkowa
deformacja płaska
Opis:
A wide range of applications is based nowadays on analytical developments which allow a precise and effective approach and short time of computations compared with the time required for numerical methods; in this way these developments are suitable for calculations in real time. This work proposes an approach for solving a two-dimensional harmonic problem of a rectangular plate under local surface loading using Vlasov’s symbolic method of initial functions and a general solution of the harmonic equation for a rectangle. Substituting the harmonic functions in symbolic form for the corresponding solutions allows us to give the exact solution of the problem in trigonometric form.
Źródło:
International Journal of Applied Mechanics and Engineering; 2017, 22, 2; 349-361
1734-4492
2353-9003
Pojawia się w:
International Journal of Applied Mechanics and Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evaluation of strains and thicknesses of pipe elbows on the basis of expressions resulting from the EU-Directive for the case of large and small deformations
Autorzy:
Śloderbach, Z.
Powiązania:
https://bibliotekanauki.pl/articles/264378.pdf
Data publikacji:
2017
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
EU Directive
required thicknesses of pipe elbows
pipe bending processes
relative and logarithmic measures of deformation
required initial thickness of a bent tube
Dyrektywa UE
kolanko rurowe
rura
Opis:
The relations to calculate the maximum value of strains in processes of bending tubes on benders, in stretched layers of tubes, are presented in this work on the basis of the EU-Directive concerning production of pressure equipment. It has been shown that for large deformations that occur during bending of the pipes on knees, logarithmic strain measures (real) and relative strain measures give different values of strain but equal wall thicknesses in the bending zone. Logarithmic measures are frequently used in engineering practice and are valid for large and small deformations. Reverse expressions were also derived to calculate the required initial wall thickness of the tube to be bent, in order to obtain the desired wall thickness of the knee after bending.
Źródło:
International Journal of Applied Mechanics and Engineering; 2017, 22, 4; 1113-1127
1734-4492
2353-9003
Pojawia się w:
International Journal of Applied Mechanics and Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
An initially deformed flat frame finite element
Autorzy:
Zamorowski, J.
Powiązania:
https://bibliotekanauki.pl/articles/230223.pdf
Data publikacji:
2013
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
deformacja początkowa
rama płaska
nieliniowość geometryczna
przemieszczenie duże
obrót duży
obrót mały
metoda elementów skończonych
initial deformation
flat frame
geometrical nonlinearity
large displacements
large rotation
small rotation
finite element method
Opis:
The paper presents the author’s non-linear FEM solution of an initially stressless deformed flat frame element, in which the nodes are situated along the axis of the bar initially straight. It has been assumed that each node may sustain arbitrary displacements and rotation. The solution takes into account the effect of shear, the geometrical non-linearity with large displacements (Green-Lagrange’s strain tensor) and moderate rotations (i.e. such ones which allow a linear-elastic behaviour of the material) and alternative small rotations when the second Piola-Kirchhoff stress tensor is applied. This solution is based on [1], concerning beams without any initial bow imperfections. The convergence of the obtained results at different numbers of nodes and Gauss points in the element was tested basing on the example of circular arcs with a central angle of 120º-180º. The analysis concerned elements with two, three, five, seven, nine and eleven nodes, for the same number of points of numerical integration and also with one more or less. Moreover, the effect of distributing the load on the convergence of the results was analyzed.
Źródło:
Archives of Civil Engineering; 2013, 59, 3; 381-400
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-4 z 4

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