К содержанию
РецензированоEN2025

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

Akramov Khusnitdin (DSc, professor, Tashkent University of Architecture and Civil Engineering, Uzbekistan) · Tokhirov Jaloliddin (PhD, Tashkent University of Architecture and Civil Engineering, Uzbekistan)

Европейский международный журнал междисциплинарных исследований и менеджмента · 8-12 · 2025

Аннотация

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.

Доказательный фрагмент

«This study presents a deformation-based calculation approach for three-layer reinforced concrete (RC) elements with an arbolite insulating core.»

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Демо-превью

This study presents a deformation-based calculation approach for three-layer reinforced concrete (RC) elements with an arbolite insulating core. Полный текст публикации CiteX не хранит — доступ к первоисточнику открывается по DOI согласно лицензии издателя и выбранному плану.

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Тип
Журнал
Страна
Узбекистан
Ключевые слова
Three-layer reinforced concrete, Arbolite core, Flexural behavior
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