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Wyświetlanie 1-15 z 17
Tytuł:
Effect of using insert on the flow pressure in cylindrical silo
Autorzy:
Hammadeh, Hala
Askifi, Farzat
Ubysz, Andrzej
Maj, Marek
Zeno, Amjad
Powiązania:
https://bibliotekanauki.pl/articles/178369.pdf
Data publikacji:
2019
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
silo model
flow pressure
insert
wall pressure
Opis:
This paper presents an experimental investigation of the discharge flow pressure in the vertical silo and the hopper due to the use of insert (top cone with trunk cone bottom). Using the Insert inside the silos is one of the proposed solutions to avoid the problems of having funnel flow pattern, which has a significant effect on the distribution of flow pressure exerted on the silo wall and the hopper. The experiments were performed on a metal cylinder prototype; corn was used as a granular material, and the wall and hopper pressure distribution was measured by a special pressure transducer. The experiments revealed an important result in the flow pressure due to the change in the location of the insert. The experiments were conducted in Damascus University laboratories.
Źródło:
Studia Geotechnica et Mechanica; 2019, 41, 4; 177-183
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Numerical Modeling of Wall Pressure in Silo with and Without Insert
Autorzy:
Askif, Frzat
Hammadeh, Hala
Ubysz, Andrzej
Maj, Marek
Powiązania:
https://bibliotekanauki.pl/articles/1845157.pdf
Data publikacji:
2021
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
numerical modeling
silo
silo model
flow pressure
insert
wall pressure
Opis:
This paper presents a methodology based on the finite element method to simulate the flow of granular materials. Moreover, it allows proper estimation of dynamic pressure during silo discharge since this subject is still under discussion, especially for designing silos with an insert (an input element). A 2-D simulation of the discharge process of a cylindrical silo with cone and a central discharging orifice was performed. Two cases were studied, with and without using insert in silo. Numerical analysis was carried out with the help of the uncoupled arbitrary Lagrangian–Eulerian (ALE) approach. The resulting dynamic pressure distribution on the silo wall for each of the two cases was inferred numerically. The resulting values of pressure were compared with the results of the experimental study on a cylindrical metal silo to demonstrate the accuracy of the numerical model in determining the dynamic wall pressure, especially in the case of using an insert in silo during discharge.
Źródło:
Studia Geotechnica et Mechanica; 2021, 43, 1; 22-33
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
An analysis of phenomena accompanying ring collaboration with worn cylinder surface
Analiza zjawisk towarzyszących współpracy pierścienia tłokowego ze zużytą powierzchnią gładzi cylindra
Autorzy:
Serdecki, W.
Krzymień, P.
Powiązania:
https://bibliotekanauki.pl/articles/132948.pdf
Data publikacji:
2013
Wydawca:
Polskie Towarzystwo Naukowe Silników Spalinowych
Tematy:
piston ring
oil film
ring wall pressure
pierścień tłokowy
film olejowy
rozkład nacisków pierścienia
Opis:
The presented study which refers to the earlier papers of the authors discusses an effect of cylinder wall deformation on the effectiveness of compression ring operation. Presented models permit a mathematical description of a deformed cylinder and definition of ring wall pressure relative to these deformations. The drafts presented in the paper, obtained in a course of calculations of a compression ring installed in a work machine engine, allow to evaluate the effect of cylinder deformations on distribution of ring circumferential pressure and point out areas where the light slots could occur.
W niniejszej pracy, wiążącej się tematycznie z wcześniejszymi publikacjami autorów, określono wpływ zmian kształtu otworu cylindra na skuteczność pracy pierścienia uszczelniającego. Zaprezentowano modele, umożliwiające matematyczny opis odkształconego otworu cylindra, a także wyznaczenie odpowiadającego tym odkształceniom nacisku pierścienia na gładź cylindra. Na zamieszczonych w opracowaniu wykresach, uzyskanych podczas obliczeń pierścienia uszczelniającego pracującego w silniku spalinowym maszyny roboczej, pokazano przebiegi pozwalające ocenić wpływu wartości zniekształcenia otworu cylindra na rozkład nacisków obwodowych, a także wskazano miejsca, w których możliwe jest pojawienie się tzw. szczelin świetlnych.
Źródło:
Combustion Engines; 2013, 52, 2; 40-47
2300-9896
2658-1442
Pojawia się w:
Combustion Engines
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effect of moisture content of cereal grains layer on pressure distribution on silo wall
Autorzy:
Kusinska, E.
Powiązania:
https://bibliotekanauki.pl/articles/25838.pdf
Data publikacji:
1998
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
silo wall
cereal grain
pressure distribution
moisture content
Źródło:
International Agrophysics; 1998, 12, 3
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of embedded retaining wall using the subgrade reaction method
Autorzy:
Pasik, T.
Chalecki, M.
Koda, E.
Powiązania:
https://bibliotekanauki.pl/articles/178301.pdf
Data publikacji:
2015
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
earth pressure
internal forces
displacements
Subgrade Reaction Method
retaining wall
Opis:
This paper analyzes the distribution of internal forces and displacements of embedded retaining wall in Quaternary deposits and Tertiary clays. Calculations have been based on the Subgrade Reaction Method (SRM) for two different types of earth pressure behind the wall (active, at-rest) in order to show the differences resulting from adopting the limit values. An algorithm for calculation of “cantilever wall” using the Mathematica program was proposed.
Źródło:
Studia Geotechnica et Mechanica; 2015, 37, 1; 59-73
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effect of the triticale grain moisture content on the spontaneous heating of grain and on the pressure against the silo wall
Autorzy:
Kusinska, E.
Powiązania:
https://bibliotekanauki.pl/articles/24586.pdf
Data publikacji:
2001
Wydawca:
Polska Akademia Nauk. Instytut Agrofizyki PAN
Tematy:
grain quality
silo wall
heating
temperature
pressure
grain
Triticale
moisture content
storage
Źródło:
International Agrophysics; 2001, 15, 4
0236-8722
Pojawia się w:
International Agrophysics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evolution of shear localisation in earth pressure problems of a retaining wall
Autorzy:
Tejchman, J.
Powiązania:
https://bibliotekanauki.pl/articles/1986988.pdf
Data publikacji:
2002
Wydawca:
Politechnika Gdańska
Tematy:
earth pressure
granular materials
finite element method
hypoplasticity
polar continuum
retaining wall
shear localization
Opis:
The paper deals with numerical investigations of the evolution of shear localisation in granular bodies for earth pressure problems of a retaining wall in conditions of plane strain. The passive and active failure of a retaining wall in sand is discussed. The calculations are carried out with a rigid and very rough retaining wall undergoing horizontal translation, rotation around the top and rotation around the bottom. The behaviour of dry sand is numerically modelled with a finite element method using a hypoplastic constitutive relation within a polar (Cosserat) continuum. The constitutive relation is obtained through extension by polar quantities, viz. rotations, curvatures and couple stresses, using the mean grain diameter as a characteristic length. During FE-calculations, the attention is laid on the influence of different wall movements on shear localisation. In addition, the effects of the initial void ratio, distribution of the initial void ratio and mean grain diameter, pressure level and size of the sand body and retaining wall is investigated in the case of a passive wall translation. The FE-results are compared with corresponding experimental results of laboratory model tests.
Źródło:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk; 2002, 6, 3; 387-410
1428-6394
Pojawia się w:
TASK Quarterly. Scientific Bulletin of Academic Computer Centre in Gdansk
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Fe-analysis of patterning of shear zones in granular bodies for earth pressure problems of a retaining wall
Autorzy:
Tejchman, J.
Powiązania:
https://bibliotekanauki.pl/articles/241166.pdf
Data publikacji:
2004
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
earth pressure
granular materials
finite element method
hypoplasticity
polar continuum
retaining wall
shear localization
Opis:
The evolution of shear zones in granular bodies for earth pressure problems of a retaining wall in conditions of plane strain was analyzed. The passive and active failure of a retaining wall was discussed. The calculations were carried out with a rigid and very rough retaining wall undergoing horizontal translation, rotation around the top and rotation around the bottom. The behaviour of dry sand was numerically modelled with a finite element method using a hypoplastic constitutive relation with polar extensions. Attention was paid to the influence of different wall movements on shear localization. The initial void ratio was assumed to be non-uniformly distributed. The geometry of calculated shear zones was compared with corresponding experimental results of laboratory model tests.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2004, 51, 4; 317-348
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Influence of Casting Wall Thickness on Crystallisation Under Pressure
Autorzy:
Pastirčák, R.
Ščury, J.
Brůna, M.
Bolibruchová, D.
Jakubski, J.
Powiązania:
https://bibliotekanauki.pl/articles/353947.pdf
Data publikacji:
2018
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
squeeze casting
AlSi7Mg0.3 alloy
AlSi12 alloy
pressure
wall thickness
Opis:
The paper deals with squeeze casting technology. For this research a direct squeeze casting method has been chosen. The influence of process parameters variation (casting temperature, mold temperature, pressure) on mechanical properties and structure will be observed. The thicknesses of the individual walls were selected based on the use of preferred numbers and series of preferred numbers (STN ISO 17) with the sequence of 3.15, 4.00, 5.00, 6.00 and 8.00 mm. The width of each wall was 22 mm with a length of 100 mm. As an experimental material was chosen the AlSi12 and AlSi7Mg0.3 alloys. The mechanical properties (UTS, E) for individual casting parameters and their individual areas of different thicknesses were evaluated. In the structure the influence of pressure on the change of the eutectic morphology, the change of the volume of eutectic and the primary alpha phase, the effect of the pressure on the more fine-grain and the regularization of the structure were evaluated.
Źródło:
Archives of Metallurgy and Materials; 2018, 63, 4; 1889-1893
1733-3490
Pojawia się w:
Archives of Metallurgy and Materials
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Approximate mechanical behavior analysis of a thick-wall metallic liner reinforced with composites, submitted to internal pressure
Autorzy:
Vargas-Rojas, E.
Palacios-Montúfar, C.
Hernández-Moreno, H.
González-Velázquez, J. L.
Powiązania:
https://bibliotekanauki.pl/articles/200013.pdf
Data publikacji:
2016
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
mechanical behavior analysis
thick-wall metallic liner
composites
internal pressure
analiza zachowania
ściana
kompozyty
ciśnienie wewnętrzne
Opis:
This study aims to simulate and to analyze the elastic and the damage behavior of a reinforced metallic liner (RML) by means of a computational tool, in order to aid in the design of high specific-stiffness and -strength barrels for heavy-duty hydraulic applications. Case studies for the program validation are undertaken using an AISI 1026 or St52.3 steel tubing reinforced with a polymeric composite of glass fiber and epoxy resin, wound in a hoop pattern. The mechanical behavior of the RML under internal pressure with no-end effects is predicted by means of strain measurements at the outermost layer. The mathematical model is based on the Classical Lamination Theory (CLT) improved with kinematic relationships that allow to introduce curvature effects. Numerical results based on experimental measurements show that the reinforcement is effective, allowing to considerably augment the maximum bearable pressure with respect to a non-reinforced metallic liner (nRML), without important weight or cost increase.
Źródło:
Bulletin of the Polish Academy of Sciences. Technical Sciences; 2016, 64, 1; 219-233
0239-7528
Pojawia się w:
Bulletin of the Polish Academy of Sciences. Technical Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Comparative FE-studies of interface behavior of granular Cosserat materials under constant pressure and constant volume conditions
Autorzy:
Ebrahimian, B.
Alsaleh, M. I.
Kahbasi, A.
Powiązania:
https://bibliotekanauki.pl/articles/38629565.pdf
Data publikacji:
2021
Wydawca:
Instytut Podstawowych Problemów Techniki PAN
Tematy:
interface shearing
wall roughness
constant pressure
constant volume
dilatancy constraint
Cosserat FE model
discrete element method (DEM)
Opis:
This article shows the outcomes of a systematic series of finite element (FE) calculations relevant to the shear behavior of a particulate-continuum interface system under different normal boundary conditions. In this respect, shearing of a thin and long granular Cosserat layer in the vicinity of a rigid moving wall with varied surface roughness values is analyzed under constant normal pressure and constant volume conditions. The material behavior is defined with a special elasto-plastic Cosserat model, taking into account micro-rotation, micro-curvature, couple stress, and mean particle size. The interaction between the layer of boundary particles and the surface roughness of the adjoining bottom wall is modeled by the rotation resistance of particles along the wall surface. Herein, the coupled effects of normal confining constraints imposed on the layer and the surface roughness of the bottom wall, are considered on the response of granular material under shearing. The influences of pressure level and initial void ratio are explored as well. Numerical results demonstrate that the dilatancy constraint prescribed to the interface plane in the normal direction, and the wall roughness have visible influences on the interface shear resistance as well as the deformation field formed within the layer. After large shearing, the width of the localized zone along the wall does not necessarily depend on the normal confining constraint and the applied pressure level. However, the localized zone characteristics and the interface shear response are mainly affected by the initial void ratio of the material. In addition to FE analyses, DEM-based simulations are also performed to investigate the micro-mechanical response of granular medium adjacent to a wall under shearing. FE predictions are qualitatively compared with DEM results, and reasonable agreement is observed.
Źródło:
Archives of Mechanics; 2021, 73, 5-6; 421-470
0373-2029
Pojawia się w:
Archives of Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A New Flexible and Economic Technology for the Low Pressure Sand Casting of Steel Alloys
Autorzy:
Krumm, Steven
Scheidhauer, Nico
Wolf, Gotthard
Dommaschk, Claudia
Powiązania:
https://bibliotekanauki.pl/articles/2056022.pdf
Data publikacji:
2021
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
low pressure counter gravity casting
steel
thin wall casting
casting pipe
odlewanie przeciwgrawitacyjne niskociśnieniowe
stal
odlewanie cienkościenne
odlewanie rur
Opis:
Low pressure casting is a very well established process for the casting of aluminium alloys. In the field of ferrous materials, however, the process has so far only found a few applications. The crucial reasons for this are the low flexibility and poor economic efficiency of the existing technologies. Since 2016, a new technology has been developed at the Foundry Institute of the TU Bergakademie Freiberg, in which an induction crucible furnace can be used as a melting unit and, in combination with a cover including a casting pipe, as a casting unit. The new technology stands out from existing low-pressure casting technologies for ferrous materials, particularly in terms of its flexibility and cost-effectiveness. The main focus of the activities was the development of a casting pipe as well as the verification of its lifetime, the elaboration and verification of process parameters and sequences as well as the upscaling of the technology for an industrial application. In all considerations, the focus was on both the technical feasibility and the economic efficiency of the process. The result is extensive expertise that can be used in the future to offer a finished product for industrial applications as a plug-and-play solution together with an induction furnace construction company.
Źródło:
Journal of Casting & Materials Engineering; 2021, 5, 3; 45--52
2543-9901
Pojawia się w:
Journal of Casting & Materials Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The results of analyses of deep excavation walls using two different methods of calculation
Wyniki analiz obudów głębokich wykopów uzyskane z dwóch różnych metod obliczeniowych
Autorzy:
Krasiński, A.
Urban, M.
Powiązania:
https://bibliotekanauki.pl/articles/230509.pdf
Data publikacji:
2011
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
obudowa wykopu
wykop głęboki
analiza numeryczna
metoda obliczeniowa
parcie gruntu
deep excavation
excavation wall
numerical analysis
calculation method
earth pressure
Opis:
Deep excavation walls can be analyzed and calculated by using classical methods (currently rarely in use due to their many simplifications) or numerical methods. Among the numerical methods we can distinguish a simplified approach, in which the interaction between soil and a wall structure is modelled by a system of elasto-plastic supports, and the finite-element method (FEM) in which the soil is modelled with mesh of elements. It is a common view that if we want to analyze only wall constructions, the first, simplified method of calculation is sufficient. The second method, FEM, is required if we want to further analyze the stress and strain states in the soil and the influence of the excavation on the surrounding area. However, as it is demonstrated in the paper, important differences may appear in the calculation results of both methods. Thus, the safety design of a deep excavation structure depends very much on the choice of calculating method.
Obudowy głębokich wykopów można analizować i obliczać przy użyciu metod standardowych (analitycznych - obecnie nie stosowanych ze względu na znaczne uproszczenia) lub numerycznych. Wśród metod numerycznych możemy wyróżnić rozwiązanie uproszczone, w którym współpraca pomiędzy gruntem i ścianą obudowy wyrażona jest za pomocą systemu podpór sprężysto-plastycznych oraz metodę elementów skończonych (MES), w której grunt modelowany jest za pomocą siatki elementów. Powszechnie uważa się, że do analizy samej konstrukcji obudowy wystarczająca jest metoda pierwsza, uproszczona. Druga metoda, MES, jest wymagana wówczas gdy dodatkowo chcemy przeanalizować stany naprężenia i odkształcenia w ośrodku gruntowym oraz określić oddziaływanie wykopu na otoczenie. Jednak jak pokazano w artykule, w wynikach obliczeń z obu metod mogą pojawić się znaczne rozbieżności. Bezpieczeństwo projektowania konstrukcji obudów głębokich wykopów w dużym stopniu zależy więc od wyboru metody obliczeniowej.
Źródło:
Archives of Civil Engineering; 2011, 57, 1; 59-72
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
FEM based analysis of wing wall to culvert connection
Autorzy:
Voitenko, P.
Anderson, J. B.
Powiązania:
https://bibliotekanauki.pl/articles/129216.pdf
Data publikacji:
2017
Wydawca:
PWB MEDIA Zdziebłowski
Tematy:
przepust
ściana skrzydłowa
analiza elementów skończonych
kryterium Mohra Coulomba
utwardzanie gruntu
ciśnienie gruntu
plaxis 3D
osiadanie nierównomierne
culvert
wing wall
finite element analysis
Mohr-Coulomb criterion
soil stabilization
earth pressure
non-uniform settlement
Opis:
As part of transportation systems, culverts are subjected to complex load conditions such as earth pressure and traffic live load. In addition, culverts may experience differential settlement of underlying soils, hydrostatic load, and aggradation/degradation scour. Combinations of these effects may cause crack formation or even structural failure. The objective of this paper is to study factors that lead to crack formation in the culvert-wing wall connection immediately after construction. Finite element models (FE) with Plaxis 3D software were used to analyze the stress distribution along the wing wall connection under different load scenarios and geometries. Mohr-Coulomb (MC) and Hardening soil (HS) non-linear material models were utilized. Tension stresses were occurred at the top of the wing wall as well as out of plane rotation away from the culvert, contributing to cracks as observed in the field.
Źródło:
Builder; 2017, 21, 11; 78-81
1896-0642
Pojawia się w:
Builder
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 17

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