Numerical study on the punching shear strength of edge steel-reinforced concrete slab-column connections

Punching shear failure in steel-reinforced concrete (RC) edge slab-column connections poses a critical challenge in structural engineering, with safety and design efficiency implications. This study investigates the influence of key geometric parameters—slab thickness, column aspect ratio, square co...

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Bibliographic Details
Main Author: Ahmed Gouda
Format: Article
Language:English
Published: Elsevier 2025-03-01
Series:Results in Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2590123025006590
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