Scientific Journal of KubSAU

Polythematic online scientific journal
of Kuban State Agrarian University
ISSN 1990-4665
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325 kb

CALCULATION OF THE BEARING ABILITY OF THE TOP AND LOWER BELTS OF FARMS OF THE COVERING OF GREENHOUSES OF TYPE 6D

abstract 1061502050 issue 106 pp. 804 – 825 28.02.2015 ru 911
We have reviewed the methodology on a specific example of greenhouses of type 6D, the calculation of the bearing capacity of the upper and bottom zones roof trusses. The urgent need for in-depth analysis of the issue bearing capacity appeared in the light of a rather massive construction of greenhouses, especially in the Southern Federal District, as its constructive is purchased in the Middle East. However, the simple transfer of designs greenhouses made in the Middle East, to the territory of the Russian Federation is not completed successfully. These structures cannot withstand greenhouses in some cases, according to the service manual, snow loads, in other cases, wind loads, and in the third case, the construct may be destroyed for no apparent reason. Need to clarify the situation become clearer. Successive static, dynamic and seismic analysis carried out by force in the territory of the Russian Federation regulations and norms provider in relation to the actual sections bearing structural elements, revealed The following percentages of use of structural elements under consideration. According to the standards of the Russian Federation, for the first limit of the percentage of use - 395%; the second limit of the percentage of use - 999%; according to the norms of the Russian Federation with the load provider for the first limit of the percentage of use - 339.3%; the second limit of the percentage of use - 999%. The upper chord coating: according to the standards of the Russian Federation, for the first limit of the percentage of use - 495.2%; the second limit of the percentage of use - 361.4%; according to the norms of the Russian Federation with the load provider for the first limit of the percentage of use - 150.8%; the second limit of the percentage of use - 146.2%. The analysis presented allows us to conclude that when uploading the upper and lower zones of farms covering greenhouses, load combinations specific to the location of the greenhouse type 6D, their carrying capacity and hence the structure as a whole is not guaranteed
218 kb

CALCULATION OF THE BASIC PARAMETERS OF THE SPREADER OF BULK MATERIALS

abstract 1041410131 issue 104 pp. 1902 – 1918 30.12.2014 ru 1016
The article deals with the calculation of basic parameters of making bulk materials on the surface of the field. This calculation makes it possible to obtain data on the required amount of particulate matter
1843 kb

CALCULATION OF ROLLER CHAIN DRIVE WITH INTERNAL TEETH

abstract 1001406032 issue 100 pp. 562 – 579 30.06.2014 ru 889
We have presented a comprehensive calculation of chain drive with internal teeth, comprising: geometric calculations, power and dynamic parameters of the transmission, as well as a method for fabricating the sprocket with internal teeth and wear prediction model of roller chain
345 kb

CALCULATION OF RESONANT FREQUENCY IN AN ELECTRO-OZONIZER AT THE BURNING CURRENT

abstract 1011407128 issue 101 pp. 1918 – 1930 30.09.2014 ru 1055
In the article the presented questions of theoretical research of processes of an electric resonance of the generator of ozone were discussed and their influence on productivity and electro-ozonizer efficiency was also defined
122 kb

CALCULATION OF POWER AND CHOICE OF BASIC FUNCTIONAL UNITS OF WIND POWER ELECTRIC-INSTALLATION

abstract 0981404025 issue 98 pp. 330 – 339 30.04.2014 ru 1447
This article discusses the basic analytical expressions for the calculation of power generators and select features basic functional units of wind turbines, allowing the design phase to conduct a preliminary assessment of the effectiveness of wind power stations, which supplies specific consumers of electric power
118 kb

CALCULATION OF OPERATING PARAMETERS OF EARTH CHANNEL FOR STEADY FLOW OF WATER NONUNIFORM WITH VARIABLE FLOW

abstract 0781204032 issue 78 pp. 373 – 380 30.04.2012 ru 1367
The technique of determining earthen channel hydraulic parameters using the solutions of differential equations describing the steady non-uniform flow of water in open channels with variable flow is shown
3337 kb

CALCULATION OF MELTING RATE OF DEBRIS-COVERED AREAS OF A MOUNTAIN GLACIER

abstract 1331709078 issue 133 pp. 1062 – 1078 30.11.2017 ru 1513
Considerable parts of the ablation zones of mountain glaciers in various mountain systems of the World are covered with rocks (dibris). Heat and physical properties of debris layer are very different from those of ice. Debris layer determines ablation rate and ice run-off regime. Dependently on thickness, it can accelerate ablation or totally isolate ice cover from melting. To describe ablation rate in a mathematical model correctly, one needs to include in it a block responsible for heat exchange of debris-covered areas with the atmosphere. In the paper, we consider an algorithm for calculation of ablation rate under the layer of debris, which is to be incorporated to the surface mass balance model. We also describe results of calculations of temperature distribution in a debris layer and estimates of ablation rate under the latter. All calculations were carried out for heat and physical properties of Djankuat Glacier in the Central Caucasus
333 kb

CALCULATION OF MAGNETIC RESISTANCE OF A CHISEL WORKING ORGAN FOR FIBREWISE SUBSURFACE TILLAGE

abstract 0981404098 issue 98 pp. 1383 – 1398 30.04.2014 ru 1118
The article presents a calculation of traction resistance chisel working organ for layered subsurface soil treatment and proposed the construction of a working body for subsurface tillage with an elliptical element. We have also included a comparative analysis of traction resistance of workers to the waterline and moldboard tillage
309 kb

CALCULATION OF BEARING STRENGTH OF OVERHEAD AND LOWER BELTS OF FARMS OF COVERAGE OF 6D TYPE HOTHOUSES

abstract 1071503057 issue 107 pp. 836 – 857 31.03.2015 ru 791
A method is considered, on the concrete example of hothouses of type of 6D, for calculation of bearing strength of overhead and lower belts of farms of coverage. The vital necessity of deep analysis of the question of bearing strength appeared in the light of satisfied mass erection of hothouses constructions of which are bought in the countries of Near East. However, a simple transfer of constructions of hothouses made in the countries of Near East can not be successful on the territory of the Russian Federation. These constructions of hothouses can not be maintained in some conditions, according to service exploitation, like snow loadings, in other cases - wind loadings, and in third case, a construction can collapse without visible reasons. The conducted successive static, dynamic and seismic analysis, executed due to the normative documents and the norms of supplier operating on the territory of the Russian Federation, in attachment to the real sections of bearings structural elements, allowed us expose the stated below percentage of the use of the examined elements of constructions. Lower belt of farms of coverage: on the norms of the Russian Federation, on the first maximum state percent of the use – 395 %; there is a percent of the use on the second maximum state – 999 %; on the norms of the Russian Federation taking into account loadings of supplier, on the first maximum state percent of the use – 339,3 %; there is a percent of the use on the second maximum state – 999 %. Overhead belt of farms of coverage: on the norms of the Russian Federation, on the first maximum state percent of the use – 495,2%; there is a percent of the use on the second maximum state – 361,4 %; on the norms of the Russian Federation taking into account loadings of supplier, on the first maximum state percent of the use – 150,8 %; there is a percent of the use on the second maximum state – 146,2%. Analysis presented allows establishing that at the load of overhead and lower belts of farms of coverage of hothouses, by combinations of loadings characteristic for the place of location of hothouse of type of 6d, their bearing strength, and buildings in general can not be provided
1162 kb

CALCULATION AND ANALYSIS OF TIME BEHAVIOR OF ELECTROCONVECTION IN MEMBRANE SYSTEMS

abstract 1091505066 issue 109 pp. 958 – 970 29.05.2015 ru 970
The aim of this work is to carry out numerical analysis of time behavior of electroconvection in membrane systems, such as a desalting channel of electrodialysis apparatus. The current-voltage curve and the solution flaw were analyzed theoretically using mathematical models of ions transfer taking into account electroconvection in smooth desalting channel consisting of ideally selective anion- and cation-exchange membranes. The Hurst numbers for different parts of the current-voltage curve were calculated in order to determine whether the parts were persistent. The Fourier-analysis of the oscillating term of the current-voltage curve was carried out for the first time so as to determine predominant frequencies in the signal. Frequencies of passing of complexes of vortexes through the cross-section of the desalting channel were calculated. Frequencies of oscillations of concentration profiles were determined. It was found that the frequencies of oscillations of the concentration profiles coincide with the frequencies of passing of complexes of vortexes through the cross-section of the desalting channel. The oscillations of the current-voltage curve were physically interpreted. Namely, it was shown that the main frequency of oscillations of the current-voltage curve corresponds to the frequency of oscillations of the concentration profiles. The oscillations of the concentration profiles, produced by the passing of complexes of vortexes, cause oscillations of conductivity and, consequently, cause oscillations of resistance and of the current density. It was shown that the main frequency of the signal corresponds to the frequency of passing of complexes of vortexes through the cross-section of the desalting channel
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