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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| Format: | Article |
| Sprog: | English |
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Elsevier
2025-03-01
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| Serier: | Results in Engineering |
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| Online adgang: | http://www.sciencedirect.com/science/article/pii/S2590123025006590 |