scholarly journals Analysis of dual-flow plates with a large free section

2020 ◽  
Vol 4 (1(54)) ◽  
pp. 4-7
Author(s):  
Gennadiy Taranenko
Keyword(s):  
2020 ◽  
pp. 39-45
Author(s):  
M.N. Erokhin ◽  
M.I. Belov ◽  
O.M. Mel'nikov

The calculation of the pressure in the connection "shaft — radial lip seal" with a seal in the form of a rubber reinforced cuff is proposed. An algorithm for calculating the contact pressure is obtained taking into account the properties of the material, thickness and angle of inclination to the shaft axis of the pressing section of the cuff, the tensile force of the spring, and the geometric parameters of the free section of the cuff. Keywords: lip seal, contact pressure, axisymmetric problem. [email protected], [email protected]


Geofluids ◽  
2020 ◽  
Vol 2020 ◽  
pp. 1-21
Author(s):  
Rui Wang ◽  
Jian-biao Bai ◽  
Shuai Yan ◽  
Yuan-ba Song ◽  
Guang-dong Wang

Our goal was to develop an effective research tool for roadways with significant deformations supported by rock bolts. The improved numerical simulation approach is constructed through additional development of FLAC3D. The aim is to modify the shortcoming that the original model in FLAC3D regards the plastic tensile strain of any arbitrary rock bolt element node as the rupture discrimination criterion. The FISH programming language is adopted to conduct the secondary development and to embed the revised model into the main program of FLAC3D. Taking an actual mining roadway as the simulation object, two simulation schemes adopting the newly improved approach and the original method were conducted, respectively. The results show that (1) the PILE element that constitutes the rock bolt-free section with the maximum elongation rate ruptures after modification, while the rock bolt tendon elongation rate reaches beyond the predefined tensile rupture elongation rate; (2) the modified model in which the rock bolt is mainly subjected to tension realises the tensile rupture phenomenon at the end of the rock bolt-free section and the rock bolt at the junction between the free section and the anchoring section; and (3) only four rock bolts that are in the roadway sides showed rupture in the modified model, and all rock bolts showed rupture in the original model. The tensile failure of the rock bolt led that the modified model scheme is closer to the actual. Compared with the modified model, in the original model, deformation of the surrounding rock masses is severe. This is resulted by the rupture of all rock bolts in the original model. The analysis shows that the improved numerical simulation approach is much more reliable for large deformation roadway behavior with rock bolt support.


2019 ◽  
Vol 41 (4) ◽  
pp. 65-69
Author(s):  
Yu.V. Bulii ◽  
O. M. Obodovych ◽  
V.V. Sydorenko

The efficiency of operation of perforated trays in a cyclic mode depends on the accepted hydrodynamic modes, which determine the limits of stable operation of mass-exchange column apparatus. There are no general methods of calculating the boundaries of the hydrodynamic modes of perforated trays operate in the cyclic mode.  On this basis, the authors were tasked to determine the hydrodynamic modes of operation of mass-exchange column apparatus equipped with perforated trays, the action of which occurs in the mode of controlled cycles of fluid retention on the plates and the overflow of fluid through all holes or slits. Sieve and scaly trays with arched-type scales without overflow devices were selected for study. The aim of the work was to determine the hydrodynamic modes of operation of the sieve and scaly trays without overflow devices in a cyclic mode of retention and overflow of liquid, determination of lower and upper critical velocity of the vapor in the holes of the sieve and scaly trays, the linear velocity of the vapor in the free cross section of the mass-exchange column apparatus and the relative magnitude of the liquid splash to the upper trays. Liquid flow was monitored using a flowmeter RM, air velocity in the free section of the column was monitored using an anemometer MC-13.  It was determined that the lower critical air velocity in the bubbling holes was 5.4 m/s; linear air velocity in free column cross section was 0.25 m/s. The velocity of the air in the holes at which the fluid splashes onto the upper plates begins was 8 m/s; thus linear air velocity in free column cross section was equal to 0.7 m/s. Hydrodynamic modes of scaly trays and corresponding values of air velocity in the free section of the column were established. In bubbling mode it was 0.5…0.9 m/s, in the transitional mode it was 0.9…1.3 m/s and in the jet mode, it was 1.3…2.0 m/s.  It was determined that the lower critical air velocity in the holes of the trays, below which the drain of liquid is occurs, was 6.5…7.0 m/s. The upper critical air velocity in the holes of the trays above which the liquid splash on the upper trays is observed was 16 m/s. The air velocity in the free cross section of the column was 1.3…1.5 m/s. the relative magnitude of the liquid splash in the mode of steady operation of scaly trays  in the bubbling mode does not exceed 0.1 kg/kg of air, in the jet mode, does not exceed 0.2 kg/kg of air. It is proved that intense overflow of liquid through bubbling holes of the perforated trays occurs at air velocities less than the lower critical. For sieve and scaly trays, this velocity should not exceed 1.5-1 m/s.  A slight spillage of liquid through the holes of the trays occurs in the range of values of air velocity in the holes of sieve trays of 1.5-5.3 m/s, in the holes of scaly trays of 1,5-6,4 m/s.


Author(s):  
Sergii Bashynskyi ◽  
◽  
Volodymyr Kotenko ◽  
Maryna Kolodiy ◽  
Viktor Pidvysotskyi ◽  
...  

Aim. Developing the theory of diamond wire cutting of crystalline rocks for separating the facing stone blocks from the array by establishing links between individual geometric parameters of the side and the cutting process. Research methods. To achieve this aim were used the next method: analytical studies of the relationship between the geometric parameters of the process of diamond wire cutting, experimental study of the same geometric parameters of the process of diamond wire cutting of high-strength rocks to confirm or refute previously obtained analytical relationships, and statistical processing of data. Results. The length of contact of the diamond wire with the rock is an important criterion for the process of separating the blocks of facing rocks from the array. Given the unavailability of the diamond wire side in the array for direct measurement methods, there is a need for indirect determination of the contact length. It is proposed to use the length of the free section of the wire, as the total length of the wire remains unchanged during the cutting process. It is assumed that the length of the free section can be estimated by the distance between the diamond wire machine installation and the slope of the ledge. Analytical dependences between the specified sizes are considered. The existence of the obtained dependences and the strength of the correlation connection was confirmed by experimental studies in the conditions of the block quarry of the facing stone. Scientific novelty. At first time, the relationship between the distance of the diamond wire machine installation and the side of the diamond wire and the length of the free section of the diamond edging, which allows to control the length of contact of the diamond wire with rock in the cut. The obtained dependence is analyzed and it is concluded that the geometric parameters of the ledge will affect the length of the cut only in the initial stages of separation of the block of natural stone from the array. In the next stages, the length of the free section of the diamond wire depends only on the distance of the location of the diamond wire machine installation and the side of the diamond rope. Practical significance. The value of the optimal initial distance of the diamond wire machine placement to the slope of the ledge is found. The empirical dependence of the length of the free section of the diamond wire on the location of the diamond wire machine is also obtained


1993 ◽  
Vol 43 (1) ◽  
pp. 321-327 ◽  
Author(s):  
J. M. Bigwood

Tall tales abound in Ctesias'Indica, as scholars have not hesitated to emphasize, heaping ridicule on the author's enthusiasm for the fantastic and on his apparent lack of regard for the truth. However, by no means everything in the work is absurd or wrong, and marvels too are no surprise. After all, as a resident of the Persian court for a number of years at the end of the fifth century B.C., Ctesias had seen items from India which would have been truly remarkable to Greeks of his time. He had seen, for example, elephants, which few Greeks before Alexander's Asian campaigns had done, and, it should be added, much of what he says about these animals is quite correct. The following pages discuss what he relates of the bird which he calls the β⋯ττακκος, the parrot, or rather what Photius in a not entirely problem-free section of his summary of the work preserves of the original description. As with Ctesias' account of the elephant, this is the first Greek description, so far as we know.


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