Calculation of Deformations of Flexural Three-Layer Reinforced Concrete Elements with A Middle Layer of Arbolite

Authors

DOI:

https://doi.org/10.55640/eijmrms-05-06-02

Keywords:

Three-layer reinforced concrete, Arbolite core, Flexural behavior

Abstract

This study presents a deformation-based calculation approach for three-layer reinforced concrete (RC) elements with an arbolite insulating core. Given the insufficient theoretical foundation in current design standards and the scarcity of experimental data, a comprehensive experimental investigation was undertaken. Two series of full-scale specimens were tested to evaluate flexural behavior, particularly focusing on the influence of vertical and inclined shear reinforcement. Results demonstrate that deflections prior to cracking correlate well with theoretical predictions when both bending and shear deformations are considered. This paper proposes refined equations and section models for accurate deflection prediction in such composite systems.

References

Al Fakher, U., et al. (2021). Shear behaviour of hollow precast concrete composite structures. Mater Struct, 54, 84.

[Zhou et al.] (2024). Investigation into the flexural performance of novel precast sandwich wall panels. Mater Struct.

Xie, J. H., et al. (2022). Flexural behaviour of full scale precast recycled concrete sandwich panels with BFRP connectors. Materials, 17(11), 2591.

Chinenkov Yu.V., Akramov Kh.A., Nigmanov Z.M. Three-layer wall panels with polystyrene concrete insulation for the construction of buildings in the agro-industrial complex // Architecture and Construction of Uzbekistan. 1999.-№1-2.-P.16-17.

KMK [5]. 03.01-96. Concrete and reinforced concrete structures. Tashkent. IVC "AKATM", 1996.

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Published

2025-06-09

How to Cite

Akramov Khusnitdin, & Tokhirov Jaloliddin. (2025). Calculation of Deformations of Flexural Three-Layer Reinforced Concrete Elements with A Middle Layer of Arbolite. European International Journal of Multidisciplinary Research and Management Studies, 5(06), 8–12. https://doi.org/10.55640/eijmrms-05-06-02