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

<div>The finite element model of hollow slab strengthened by UHPC. (a) The reinforcement mesh. (b) Hollow slabs. (c) The hollow slabs strengthened by UHPC.</div>

Advances in Materials Science and Engineering

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Figure 18

Figure 18: Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC 