THE STIFFNESS OF STEEL-PLATE COMPOSITE STRUCTURES FOR SHORT-TERM LOADS

The features of the behavior of steel-plate composite walls for static short-term loads are considered. Based on the analysis of modern technical and regulatory documentation, the rationale for the chosen research topic is given. A review of the literature is performed, and the features of development are noted. Description and features of the experimental structures are presented. Analytical and numerical calculations of structures for central compression have been performed. A description of the calculation complex is presented; a description of numerical models, features of their construction and calculation are given. Calculation results are presented – features of changes in structural rigidity during load application. The general types of experimental models tested for central compression are presented, and the destruction pattern is shown. The analysis of the experimental data obtained and their comparison with analytical and numerical calculations are performed. An assessment of the features of modeling steel-plate composite structures in software complexes is given.

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Publication Details

Journal
International Journal for Computational Civil and Structural Engineering
Published
2024-12-24
DOI
https://doi.org/10.22337/2587-9618-2024-20-4-105-118
Citations
2
Primary Topic
Structural Analysis and Optimization
Type
article
Field-Weighted Citation Impact
0.52
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article

THE STIFFNESS OF STEEL-PLATE COMPOSITE STRUCTURES FOR SHORT-TERM LOADS

Д. В. Конин, Mikhail Desyatkin, Vladimir Travush, А. С. Крылов et al.
2 citations
International Journal for Computational Civil and Structural Engineering
Structural Analysis and Optimization
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article

THE STIFFNESS OF STEEL-PLATE COMPOSITE STRUCTURES FOR SHORT-TERM LOADS

Д. В. Конин, Mikhail Desyatkin, Vladimir Travush, А. С. Крылов, Andrey Ivaschenko
article en
2 citations

Abstract

The features of the behavior of steel-plate composite walls for static short-term loads are considered. Based on the analysis of modern technical and regulatory documentation, the rationale for the chosen research topic is given. A review of the literature is performed, and the features of development are noted. Description and features of the experimental structures are presented. Analytical and numerical calculations of structures for central compression have been performed. A description of the calculation complex is presented; a description of numerical models, features of their construction and calculation are given. Calculation results are presented – features of changes in structural rigidity during load application. The general types of experimental models tested for central compression are presented, and the destruction pattern is shown. The analysis of the experimental data obtained and their comparison with analytical and numerical calculations are performed. An assessment of the features of modeling steel-plate composite structures in software complexes is given.

International Journal for Computational Civil and Structural EngineeringVol. 20(4)
Central Research Institute of Building Constructions named after VA Kucherenko (RU)
Sustainable cities and communities
Openalex Percentile: Top 34%
Structural Analysis and Optimization
0.52
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