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Localization of Solution of Two-Dimensional Problem of Theory of Elasticity with the Use of B-Splines and Finite Element Method. Part 2. Numerical Implementation and Sample of Analysis of two-dimensional problem of theory of elasticity based on B-splines and finite element method (FEM

Lagrangian Mixed Finite Element Methods for Nonlinear Thin Shell Problems© 2019 Walter de Gruyter GmbH, Berlin/Boston 2019. A class of Lagrangian mixed finite element

Modal analysis of three-dimensional finite element models of reinforced concrete structuresIn this article modal analysis of reinforced concrete structures by the Finite Element Method

STABILITY ANALYSIS OF SPACE TRUSSES to the algebraic form by the finite element method. The equations are solved by the constant arc increment method

NONLINEAR ANALYSIS OF SOLID REINFORCED CONCRETE STRUCTURES WITH CRACKSA finite element method, as well as the algorithm and the program for solid reinforced concrete

Structural Analysis of the Pelvic Girdle before and аfter Hip Replacement Procedure in Solidworks environment. Mechanical analysis has been carried out while using a finite element analysis

Study of the microstructure evolution during forging in a new design strikers implementing alternating deformation by finite element method alternating deformation based on computer modeling by the finite element method was carried out. The influence

About Contemporary Approaches to Reduction of Computational Dimension of Problems of Structural Analysis within Finite Element Method of structural analysis within finite element method (FEM), including the reduction of the dimensions of the mass

Numerical Analysis of the Shear Behavior of Shallow-Wide Concrete Beams via the Concrete Damage Plasticity Model. This study bridges this limitation by conducting finite element analysis and calibrating the critical

Finite Element Analysis for Thin-Walled Member Subjected to Combined Loading to torsion and additional warping stresses. A finite element calculation can be used to analyze a 3D bar

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