Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC

<div>Equivalent conversion of midspan section. (a) Mid-span section of hollow slab. (b) I-section.</div>

Advances in Materials Science and Engineering

Figure 14: Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC 