DEEP BEAM ANALYSIS WITH THE USE OF DISCRETE-CONTINUAL FINITE ELEMENT METHOD IN THE PRESENCE OF A VERTICAL CRACK

Deep beam analysis with the use of discrete-continual finite element method in the presence of vertical crack is under consideration in the distinctive paper. The operational formulation within discrete-continual approach is given, examples of analysis are presented. Cases of different lengths of the corresponding vertical crack are analyzed. The presented examples demonstrate the advantages of the discrete-continual finite element method used in comparison with the conventional finite element method (the use of the latter is associated with a significant increase in the number of nodes in the grid domain and, consequently, with an increase in the order of the resolving system of equations).

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Publication Details

Journal
International Journal for Computational Civil and Structural Engineering
Published
2025-06-30
DOI
https://doi.org/10.22337/2587-9618-2025-21-2-177-186
Citations
1
Primary Topic
Structural mechanics and materials
Type
article
Field-Weighted Citation Impact
0.52
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article

DEEP BEAM ANALYSIS WITH THE USE OF DISCRETE-CONTINUAL FINITE ELEMENT METHOD IN THE PRESENCE OF A VERTICAL CRACK

Marina L. Mozgaleva, Pavel А. Akimov
1 citations
International Journal for Computational Civil and Structural Engineering
Structural mechanics and materials
0.52
article

DEEP BEAM ANALYSIS WITH THE USE OF DISCRETE-CONTINUAL FINITE ELEMENT METHOD IN THE PRESENCE OF A VERTICAL CRACK

Marina L. Mozgaleva, Pavel А. Akimov
article en
1 citations

Abstract

Deep beam analysis with the use of discrete-continual finite element method in the presence of vertical crack is under consideration in the distinctive paper. The operational formulation within discrete-continual approach is given, examples of analysis are presented. Cases of different lengths of the corresponding vertical crack are analyzed. The presented examples demonstrate the advantages of the discrete-continual finite element method used in comparison with the conventional finite element method (the use of the latter is associated with a significant increase in the number of nodes in the grid domain and, consequently, with an increase in the order of the resolving system of equations).

International Journal for Computational Civil and Structural EngineeringVol. 21(2)
Moscow State University of Civil Engineering (RU)
Openalex Percentile: Top 37%
Structural mechanics and materials
0.52
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