SOLUTION OF THE PROBLEM OF TWO-DIMENSIONAL THEORY OF ELASTICITY WITH THE USE OF DISCRETE-CONTINUAL FINITE ELEMENT METHOD IN THE PRESENCE OF A CRACK: Fid-Bau Portal

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SOLUTION OF THE PROBLEM OF TWO-DIMENSIONAL THEORY OF ELASTICITY WITH THE USE OF DISCRETE-CONTINUAL FINITE ELEMENT METHOD IN THE PRESENCE OF A CRACK

Pavel Akimov / Marina Mozgaleva

Solution of the problem of two-dimensional theory of elasticity with the use of discrete-continual finite el-ement method in the presence of crack is under consideration in the distinctive paper. The original operational continual and discrete-continual formulations of the problem are given, an example of analysis are presented.

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SOLUTION OF THE PROBLEM OF TWO-DIMENSIONAL THEORY OF ELASTICITY WITH THE USE OF DISCRETE-CONTINUAL FINITE ELEMENT METHOD IN THE PRESENCE OF A CRACK

Pavel Akimov / Marina Mozgaleva

Solution of the problem of two-dimensional theory of elasticity with the use of discrete-continual finite el-ement method in the presence of crack is under consideration in the distinctive paper. The original operational continual and discrete-continual formulations of the problem are given, an example of analysis are presented.

SOLUTION OF THE PROBLEM OF TWO-DIMENSIONAL THEORY OF ELASTICITY WITH THE USE OF DISCRETE-CONTINUAL FINITE ELEMENT METHOD IN THE PRESENCE OF A CRACK

Pavel Akimov / Marina Mozgaleva

Solution of the problem of two-dimensional theory of elasticity with the use of discrete-continual finite el-ement method in the presence of crack is under consideration in the distinctive paper. The original operational continual and discrete-continual formulations of the problem are given, an example of analysis are presented.

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Titel:

SOLUTION OF THE PROBLEM OF TWO-DIMENSIONAL THEORY OF ELASTICITY WITH THE USE OF DISCRETE-CONTINUAL FINITE ELEMENT METHOD IN THE PRESENCE OF A CRACK

Beteiligte:

Pavel Akimov (Autor:in) / Marina Mozgaleva (Autor:in)

Erschienen in:

International Journal for Computational Civil and Structural Engineering, Vol 20, Iss 2 (2024)

Erscheinungsdatum:

2024

ISSN:

2587-9618 , 2588-0195

DOI:

https://doi.org/10.22337/2587-9618-2024-20-2-192-198

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Unbekannt

Schlagwörter:

discrete-continual finite element method, numerical solution, two-dimensional theory of elasticity, structural analysis , Materials of engineering and construction. Mechanics of materials , TA401-492

Metadata by DOAJ is licensed under CC BY-SA 1.0

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