DEFORMATION AND BOUNDARY CONDITIONS OF COMPOSITE REINFORCED CONCRETE SLABS

Authors

  • Dusmatov A.D Ferghana State Technical University Author

Keywords:

adhesive joint, combined slabs, formulation

Abstract

The paper is devoted to the study of the stress-strain state (SSS) of reinforced concrete composite-reinforced double-layer combined slabs. The derivation of equations and formulation of boundary conditions are given, taking into account the interlayer shear and the compliance of the adhesive joint. The analysis of the influence of the geometric and physical parameters of double-layer combined slabs on the SSS is presented

Downloads

Published

2025-12-22

Issue

Vol. 3 No. 12 (2025): WEJMESM

Section

Articles

License

Copyright (c) 2025 Western European Journal of Modern Experiments and Scientific Methods

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

How to Cite

DEFORMATION AND BOUNDARY CONDITIONS OF COMPOSITE REINFORCED CONCRETE SLABS. (2025). Western European Journal of Modern Experiments and Scientific Methods, 3(12), 171-177. https://westerneuropeanstudies.com/index.php/1/article/view/3159