Strength and deformability of elements with steel-plate reinforcement with bending cracks
https://doi.org/10.33979/2073-7416-2025-121-5-42-56
Abstract
The features of the work composite steel and concrete structure with steel-plate reinforcement during bending are considered. The models are described, the features of the models, materials and their characteristics are given. The description of experimental equipment, schemes of testing and loading of structures is given. Schemes and types of fracture, graphical results of bending tests of models are presented. A comparison of theoretical and experimental data on the first and second groups of limiting states – strength, deflections, and crack opening width, has been performed. An assessment of the existing regulatory approaches in relation to composite steel and concrete structure with steel-plate reinforcement is given. Correction coefficients are proposed for the calculation for the second group of limit states of steel and concrete structure with steel-plate reinforcement.
About the Authors
V. I. Travush
Gorproject
Russian Federation
Russian Federation
Travush Vladimir I., Doctor of Technical Sciences, Professor, Chief Designer, Deputy General Director for Scientific Work. Vice-President of RAASN
Moscow
D. V. Konin
JSC Research Center of Construction TSNIISK named after V.A. Koucherenko
Russian Federation
Russian Federation
Konin Denis V., Сandidate of Technical Sciences, Deputy Director of Scientific Work, Head of Laboratory of High-Rise Buildings and Structures
Moscow
A. S. Krylov
JSC Research Center of Construction TSNIISK named after V.A. Koucherenko
Russian Federation
Russian Federation
Krylov Alexey S., Сandidate of Technical Sciences, Leading Researcher of Laboratory of High-Rise Buildings and Structures
Moscow
P. D. Arleninov
JSC Research Center of Construction NIIZHB named after A.A. Gvozdev
Russian Federation
Russian Federation
Arleninov Petr D., Candidate of Technical Sciences, Deputy Head of Reinforced Concrete Mechanics Laboratory
Moscow
L. S. Rozhkova
JSC Research Center of Construction TSNIISK named after V.A. Koucherenko
Russian Federation
Russian Federation
Rozhkova Lidia S., Senior researcher of Laboratory of High-Rise Buildings and Structures
Moscow
A. A. Zhdanova
JSC Research Center of Construction TSNIISK named after V.A. Koucherenko
Russian Federation
Russian Federation
Zhdanova Anastasia A., Engineer of Laboratory of Composite Steel and Concrete Structures
Moscow
D. N. Gavrilov
JSC Research Center of Construction TSNIISK named after V.A. Koucherenko
Russian Federation
Russian Federation
Gavrilov Dmitry N., Moscow, Russia, Engineer of Laboratory of Composite Steel and Concrete Structures
Moscow
M. I. Vedyakov
JSC Research Center of Construction TSNIISK named after V.A. Koucherenko
Russian Federation
Russian Federation
Vedyakov Mikhail I., Engineer of Laboratory of Large-span metal structures and certification
Moscow
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Review
For citations:
Travush V.I., Konin D.V., Krylov A.S., Arleninov P.D., Rozhkova L.S., Zhdanova A.A., Gavrilov D.N., Vedyakov M.I. Strength and deformability of elements with steel-plate reinforcement with bending cracks. Building and Reconstruction. 2025;(5):42-56. (In Russ.) https://doi.org/10.33979/2073-7416-2025-121-5-42-56
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