Uniaxial Damaged Plastic Constitutive Relation of Recycled Aggregate Concrete

Table 4

Key relevant dimensions and material properties of the columns.

Ref.	Specimen no.	(%)	fc (MPa)	N (kN)	fy (MPa)	E (GPa)	H (mm)	b (mm)	h (mm)	Longitudinal rebars	Stirrups
[36]	NCCC-1	0	30.5	809	353	196	1000	350	350	6⍎16	ϕ8@200
	RCCC-2	100	28.4	754
[37]	RCZ-0	0	37.2	502	366	200	1100	300	300	4⍎20	ϕ8@50
	RCZ-100	100	33.9	458