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Wyszukujesz frazę "angle of inclination" wg kryterium: Temat


Wyświetlanie 1-3 z 3
Tytuł:
A Theoretical Analysis of Cereal Seed Screening in a String Sieve
Autorzy:
Kaliniewicz, Z.
Powiązania:
https://bibliotekanauki.pl/articles/298351.pdf
Data publikacji:
2013
Wydawca:
Uniwersytet Warmińsko-Mazurski w Olsztynie
Tematy:
string sieve
modelling
seeds
angle of inclination
Opis:
The conditions of the screening process in a fixed string sieve designed by the author have been formulated. The string sieve was designed for separating seeds of 5 cereal species (wheat, rye, barley, oats and triticale). The width of the separating groove was set at 1 mm at the beginning of the screen and 5 mm at the end of the screen. It has been assumed that seeds have a spheroidal shape and that their motion is initiated by positioning the string sieve at an appropriate angle. The results of a theoretical analysis revealed that at the given parameters of a string sieve, the above angle is determined only by the thickness and width of separated seeds. The sieve’s angle of inclination should be set at 45° to propel seeds into motion and at 50° to ensure the continuity of the screening process. Such a large setting angle is not recommended because it increases the sieve’s height and deteriorates the quality of the separation process. The problem can be solved by setting the separator bucket into motion and separating seeds at a small inclination angle of the string sieve.
Źródło:
Technical Sciences / University of Warmia and Mazury in Olsztyn; 2013, 16(3); 234-247
1505-4675
2083-4527
Pojawia się w:
Technical Sciences / University of Warmia and Mazury in Olsztyn
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Mapa zasadnicza jako źródło informacji przy wyznaczaniu cieni w perspektywie
The fundamental map as additional information source for drafting shadows in perspective
Autorzy:
Stelmaszczyk, A.
Andrzejowski, Z.
Powiązania:
https://bibliotekanauki.pl/articles/118973.pdf
Data publikacji:
2003
Wydawca:
Polskie Towarzystwo Geometrii i Grafiki Inżynierskiej
Tematy:
azymut światła
kąt podniesienia
perspektywa
cień
light azimuth
angle of inclination
perspective
shadow
Opis:
Konstrukcja cieni w perspektywie wymaga wyznaczenia punktu zbiegu promieni słonecznych oraz jego rzutu na płaszczyznę podstawy. Wszystkie publikacje o charakterze dydaktycznym realizują ten punkt wykorzystując bezpośrednio kąt podniesienia i azymut – parametry odczytane z odpowiednich tablic. Zakłada się więc, że promień główny obserwacji ustawiony jest w kierunku południe – północ, co w praktyce zdarza się rzadko. W niniejszym artykule omawiany jest sposób wyznaczenia i uwzględnienia poprawki azymutu w graficznej i analityczno – graficznej konstrukcji cienia wykorzystując mapę dla celów projektowych (zasadniczą).
Construction of the shadows in perspective needs to state the vanishing point of the sun beams and its projection on the basis plane. In all didactic publication these two points are realized based on the parameters (angle of inclination and azimuth) taken directly from appropriate tables. These constructions are correct only for situation when the main beam of observation has S – N orientation. In practice such position is very rare. In this paper we consider the way of regard of azimuth correction in graphical construction of shadows with the usage of the map for designed purpose.
Źródło:
Journal Biuletyn of Polish Society for Geometry and Engineering Graphics; 2003, 13; 57-63
1644-9363
Pojawia się w:
Journal Biuletyn of Polish Society for Geometry and Engineering Graphics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Bearing capacity of rectangular footing on layered sand under inclined loading
Autorzy:
Panwar, V.
Dutta, R. K.
Powiązania:
https://bibliotekanauki.pl/articles/2055743.pdf
Data publikacji:
2021
Wydawca:
Stowarzyszenie Komputerowej Nauki o Materiałach i Inżynierii Powierzchni w Gliwicach
Tematy:
rectangular footing
inclined load
finite element analysis
bearing capacity
layered sand
thickness ratio
friction angle
friction angle of upper sand layers
friction angle of lower sand layers
load inclination
podstawa prostokątna
obciążenie pochyłe
analiza elementów skończonych
nośność podłoża
piaskowiec warstwowy
współczynnik proporcji
kąt tarcia
złoże piaskowe
nachylenie obciążenia
Opis:
Purpose: The study presents the numerical study to investigate the bearing capacity of the rectangular footing on layered sand (dense over loose) using ABAQUS software. Design/methodology/approach: Finite element analysis was used in this study to investigate the bearing capacity of the rectangular footing on layered sand and subjected to inclined load. The layered sand was having an upper layer of dense sand of varied thickness (0.25 W to 2.0 W) and lower layer was considered as loose sand of infinite thickness. The various parameters varied were friction angle of the upper dense (41° to 46°) and lower loose (31° to 36°) layer of sand and load inclination (0° to 45°), where W is the width of the rectangular footing. Findings: As the thickness ratio increased from 0.00 to 2.00, the bearing capacity increased with each load inclination. The highest and lowest bearing capacity was observed at a thickness ratio of 2.00 and 0.00 respectively. The bearing capacity decreased as the load inclination increased from 0° to 45°. The displacement contour shifted toward the centre of the footing and back toward the application of the load as the thickness ratio increased from 0.25 to 1.25 and 1.50 to 2.00, respectively. When the load inclination was increased from 0° to 30°, the bearing capacity was reduced by 54.12 % to 86.96%, and when the load inclination was 45°, the bearing capacity was reduced by 80.95 % to 95.39 %. The results of dimensionless bearing capacity compare favorably with literature with an average deviation of 13.84 %. As the load inclination was changed from 0° to 45°, the displacement contours and failure pattern shifted in the direction of load application, and the depth of influence of the displacement contours and failure pattern below the footing decreased, with the highest and lowest influence observed along the depth corresponding to 0° and 45°, respectively. The vertical settlement underneath the footing decreased as the load inclination increased, and at 45°, the vertical settlement was at its lowest. As the load inclination increased from 0° to 45°, the minimum and maximum extent of influence in the depth of the upper dense sand layer decreased, with the least and highest extent of influence in the range of 0.50 to 0.50 and 1.75 to 2.00 times the width of the rectangular footing, respectively, corresponding to a load inclination of 45° and 0°. Research limitations/implications: The results presented in this paper were based on the numerical study conducted on rectangular footing having length to width ratio of 1.5 and subjected to inclined load. However, further validation of the results presented in this paper, is recommended using experimental study conducted on similar size of rectangular footing. engineers designing rectangular footings subjected to inclined load and resting on layered (dense over loose) sand. Originality/value: No numerical study of the bearing capacity of the rectangular footing under inclined loading, especially on layered soil (dense sand over loose sand) as well as the effect of the thickness ratio and depth of the upper sand layer on displacement contours and failure pattern, has been published. Hence, an attempt was made in this article to investigate the same.
Źródło:
Journal of Achievements in Materials and Manufacturing Engineering; 2021, 108, 2; 49--62
1734-8412
Pojawia się w:
Journal of Achievements in Materials and Manufacturing Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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