Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion

<div>Schematic diagram of the concrete slab cracking process and distribution. (a) Cracking distribution under 140 kN loading force. (b) Cracking distribution under ultimate failure.</div>

Advances in Civil Engineering

fig15

Figure 15

Figure 15: Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion 

Figure 15 | Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion 