New simplified approach for predicting punching shear capacity of steel fiber-reinforced concrete slabs

Key Points

• The simplified approach improves the prediction of punching shear capacity in steel fiber-reinforced concrete slabs, enhancing structural safety.
• Key evidence shows up to 30% improvement in accuracy compared to traditional methods.
• Analysis utilized a mix of experimental data and theoretical models to establish the new prediction method.
• Supports the need for innovative design strategies in construction using advanced reinforced concrete technology.