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Mixed FEM for Shells of Revolution Based on Flow Theory and its Modifications
Kiseleva R.Z., Kirsanova N.A., Nikolaev A.P., Klochkov Y.V., Ryabukha V.V.
ARBITRARY SHELL ANALYSIS BASED ON FEM IN MIXED FORMULATION WITH THE APPLICATION OF APPROXIMATION OF TENSOR FIELDS
GUREEVA N.A., KLOChKOV Y.V., NIKOLAEV A.P.
THE STRESS-STRAIN STATE OF LAYERED COMPOSITE RODS AND BLADES UNDER TORSION
Nurimbetov A.U.
ACCOUNT OF THE SHIFT AS RIGID BODY OF SHELL OF REVOLUTION AXIALLY SYMMETRIC LOADED ON THE BASE OF FEM
Kiselev A.P., Kiseleva R.Z., Nikolaev A.P.
Numerical analysis of layered composite panel behavior with interlaminar defects subject to dynamic loads
Medvedskiy A.L., Martirosov M.I., Khomchenko A.V.
THE FINITE ELEMENT ANALYSIS OF PLATES WITH THE ACCOUNT OF SHEAR DEFORMATIONS
Agapov V.P., Tseva A.V.
Analytical and finite element modeling in the calculation and design of reinforcements of stretched elements by fiber-reinforced polymers based on high-strength fiber using adhesive joints
Danilov A.I., Kalugin I.A.
STRESS STATE OF A CANTILEVER CABLE HOLDER OF THE TYPE CCH-3; 4; 6
FROLOV А.А., MOROZOV Y.А., VERKHOV E.Y.
THE EFFECT OF THE RATIO OF THE ELASTIC MODULES OF THE "GRAVITY CONCRETE DAM - FOUNDATION" SYSTEM UPON STRESS CONCENTRATION IN THE CONTACT ZONE, AND DISPLACEMENTS OF ADJACENT DAM SECTIONS
Volkov V.I., Golyshev A.I., Uchevatkin A.A., Dmitriev D.S.
FINITE ELEMENT SIZE INFLUENCE UPON DESIGN STRESS-STRAIN STATE OF ARCH DAM
Kozlov D.V., Volkov V.I., Golyshev A.I., Uchevatkin A.A.
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