Seismic Behavior of RC Bridge Piers Locally Replaced with SFRC-FA Subjected to Torsion Combined with Axial Compression

Table 3

Reinforcement material properties.

Diameter (mm)	Yield strength (MPa)	Ultimate strength (MPa)	Young’s modulus (GPa)
8	365	490	180
10	571	644	189
16	562	631	183
22	559	627	194