Stress-Strain Relationship of Steel Fiber Reinforced Alkali Activated Slag Concrete under Static Compression

Table 4

Key parameter of AASC with different steel fiber characteristic parameters.

Specimen ID	η	m	α	β
SAC1	0.00172	3.89	12.18	0.7732
SAC2	0.00229	3.94	11.62	0.7757
SAC3	0.00213	13.27	11.42	0.9274
SAC4	0.00222	14.23	7.62	0.9322
SAC5	0.00250	15.05	4.83	0.9357
SAC6	0.00274	12.93	2.91	0.9256
SAC7	0.00289	16.16	2.75	0.9400
SAC8	0.00378	16.52	2.68	0.9413