Silage bunker, lateral pressure, Kuhlmann’s graphical method, bulk materials, bending moment, symmetry of the load, calculation of strength. The aim of this work is to study issues of identifying the lateral pressure of loose bodies on the walls of bunkers and calculation of internal forces arising from this load. As a result, studies have shown that the presence of a hard core of loose body significantly reduces the amount of sliding wedge, thus reducing the design load. In this work the calculation of the horizontal belt hopper with the use of force in the calculation of statically indeterminate systems is carried out. The result of the studies shows that the presence of the hard core in granular material significantly reduces the amount ...
Modeling of precision treaded connections in SolidWorks. Experiments were carried out to reduce the ...
The article studies the effect of longitudinal strains for two circuits of hingeless arch loading on...
To investigate the thermomechanical behavior of a thick three-layer cylindrical panel with rigidly...
The test results of wood concrete based on various raw wood materials are analyzed. Wood concrete, u...
Shape sleeve ends and the ends of the pipes is chosen independently flat, conical, convex or concav...
The results of the research of the strength of masonry with transverse reinforcement are given. The ...
Here the mixture, which used for filling up the pores of macadam basis and promoting receiving the m...
The author studies pilot research works into combined action of concrete and metal profiles in reinf...
Signal restoring algorithms, subjected to essential dynamic distortions in channels transmitting con...
The construction sector is one of the largest and most active in the world economy, being responsibl...
This article treats methods of strengthening of strip foundations by increasing the base of foundati...
The stress-strain state problem for the lock joint of the rotor blades of the first stage of the med...
The principles of bases and foundations calculation considering deformations in accordance with the ...
Development and improvement of methods and means of control the technical condition of reinforced co...
Materials of theoretical analysis of two-layer and three-layer ventilated glazed windows are present...
Modeling of precision treaded connections in SolidWorks. Experiments were carried out to reduce the ...
The article studies the effect of longitudinal strains for two circuits of hingeless arch loading on...
To investigate the thermomechanical behavior of a thick three-layer cylindrical panel with rigidly...
The test results of wood concrete based on various raw wood materials are analyzed. Wood concrete, u...
Shape sleeve ends and the ends of the pipes is chosen independently flat, conical, convex or concav...
The results of the research of the strength of masonry with transverse reinforcement are given. The ...
Here the mixture, which used for filling up the pores of macadam basis and promoting receiving the m...
The author studies pilot research works into combined action of concrete and metal profiles in reinf...
Signal restoring algorithms, subjected to essential dynamic distortions in channels transmitting con...
The construction sector is one of the largest and most active in the world economy, being responsibl...
This article treats methods of strengthening of strip foundations by increasing the base of foundati...
The stress-strain state problem for the lock joint of the rotor blades of the first stage of the med...
The principles of bases and foundations calculation considering deformations in accordance with the ...
Development and improvement of methods and means of control the technical condition of reinforced co...
Materials of theoretical analysis of two-layer and three-layer ventilated glazed windows are present...
Modeling of precision treaded connections in SolidWorks. Experiments were carried out to reduce the ...
The article studies the effect of longitudinal strains for two circuits of hingeless arch loading on...
To investigate the thermomechanical behavior of a thick three-layer cylindrical panel with rigidly...