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Amal Zamrawi Faculty of Eng. Mataria, Helwan University, Cairo, Egypt https://orcid.org/0009-0005-1334-4931 Ata El-Kareim Shoeib Faculty of Eng. Mataria, Helwan University, Cairo, Egypt Angelos Abdo Faculty of Eng. Mataria, Helwan University, Cairo, Egypt Samir M. Ahmed Civil Engineering Department, High Institute of Engineering, Shrouk Academy, Egypt

Abstract

This study aims to evaluate the effect of various parameters on the behavior of the reinforced concrete flat slabs and the contribution of each design element in the punching shear strength. This research presents experimental results of tested post-tensioned flat slabs with opening under concentric compressive load. The developed post-tensioned flat slabs are to ensure adequate punching shear strength capacity. The experimental work consisted of eight specimens of post-tensioned reinforced concrete flat slabs which classified into groups. All slabs had the same dimension and reinforcement. The slabs had dimensions with a 1750 mm length and 1750 mm width, to study the behavior of post-tensioned flat slab with/out openings under the concentrated load and punching influence.

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Section
Fatigue and Fracture of non metallic materials

How to Cite

Experimental work of effect of openings on the post-tensioned flat slab. (2023). Fracture and Structural Integrity, 18(67), 292-310. https://doi.org/10.3221/IGF-ESIS.67.21

How to Cite

Experimental work of effect of openings on the post-tensioned flat slab. (2023). Fracture and Structural Integrity, 18(67), 292-310. https://doi.org/10.3221/IGF-ESIS.67.21