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Use of interpolation methods for modeling the stress-strain state of operated oil storage tanks
Konopatskiy E.V., Krysko A.A., Shevchuk O.A.
Experimental study of elastic-plastic deformation of a cylindrical shell made of steel 45
Cheremnykh S.V.
Dynamic Stability of a Cylindrical Shell Made of a Material of Different Modulus Plased on a Viscous-elastic Foundation
Rzayev N.S.
Deformation of Cylindrical Shell Made of 9X2 Steel Under Complex Loading
Cheremnykh S.V.
Theoretical and experimental modeling of deformation of a cylindrical shell made of 45 steel under complex loading
Cheremnykh S.V.
ANALYSIS OF THE STRESS CONCENTRATION IN THIN-WALLED ELEMENTS OF STRUCTURES WITH LOCAL IN-DEPTH
Yakupov S.N., Nasibullin T.R.
THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE INTERSECTING CYLINDRICAL SHELLS FOR THE ELASTO – PLASTIC DEFORMATIONS WITH A VIEW OF GEOMETRICAL NONLINEARITY
Kositsyn S.B., Than H.L.
METHODS OF COMPARISON IN ANALYSIS OF UNSTEADY LIQUID MOTION IN CIRCULAR CYLINDRICAL SHELLS
Rekach F.V.
SPATIAL SYSTEM FROM TWO SHELLS
Shagivaleev K.F., Surnina E.K., Vasil'tzov C.B.
OLERANCE LIMIT DEFECTS IN THE CYLINDRICAL PIPE SHELLS UNDER INTERNAL PRESSURE
Kuznetsova E.V., Kolmogorov G.L.
Solution of the axisymmetric problem of thermoelasticity of a radially inhomogeneous cylindrical shell by numerical-analytical method and the finite element method
Polyakova L.S., Andreev V.I.
ANALYSIS OF OSCILLATIONS IN CIRCULAR CYLINDRICAL SHELLS BY CHARACTERISTICS METHOD WITH PRESSURE STABILIZER
Rekach F.V.
THE STABILITY OF NONLINEAR DEFORMABLE CYLINDRICAL COMPOSITE SHELLS UNDER NON-UNIFORM LOADS
Trushin S.I., Sysoeva E.V., Zhuravleva T.A.
ANALISIS OF THE “BOUNDARY LAYER“ STRESS-STRAIN STATE IN FRAMES OF THE NONCLASSICAL CYLINDRICAL SHELL THEORY
Firsanov V.V.
MATHEMATICAL MODELS OF THE IMPROVEMENTED CALCULATION ON DURABILITY OF CONTINUOUS AVIATION CONNECTIONS WITH ACCOUNT OF THEIR COMPLIANCE
Firsanov V.V.
NONLINEAR DYNAMICS OF CLOSED CYLINDRICAL SHELLS UNDER THE ACTION OF LOCAL TRANSVERSE LOADS
Krysko V.A., Shagivaleev K.F.
ESTIMATION OF THE SIZES OF SOLID GROUND, ASKED AT THE SPATIAL CALCULATIONS OF UNDERGROUND STRUCTURES, BASED ON THE CONDITIONS OF ATTENUATION OF ITS STRESS-STRAIN STATE
Tran X.L.
1 - 17 of 17 Items

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