An Experimental Study of the Impact Mechanical Properties of RC Beams following Replacements of Stainless Steel Reinforcements of Equal Strength

Table 1

Properties of the reinforcement material.

Type of reinforcement	Diameters of the reinforcement	Modulus of elasticity (N/mm^2)	Yield strength (N/mm^2)	Ultimate strength (N/mm^2)	Yield bearing capacity (N)	Maximum bearing capacity (N)
HPB300	8	2.10 × 10^5	300	420	15079.64	21111.50
S2304	12	1.95 × 10^5	990	1165	111966.36	131758.39
	16		850	1000	170902.64	263893.78
	20		840	988	263893.78	310389.35
HRB400	18	2.00 × 10^5	420	620	106876.98	157770.78
	20		530	650	166504.41	204203.52
	25		530	650	260163.14	319068.00