Table 5.

Compressive stress-strain curve test results.

Mix Code	Series	${\mathsf{\epsilon }}_c^{\prime } \times {10}^{-3}$	Energy Absorption × 10−4(MJ/m3) ${\mathsf{\epsilon }}_c:\left(0-{\mathsf{\epsilon }}_c^{\prime }\right)$	${\mathsf{\epsilon }}_u^{\prime }\times {10}^{-3}$	Energy Absorption × 10−4 (MJ/m3) ${\mathsf{\epsilon }}_c:\left(0-{\mathsf{\epsilon }}_u^{\prime }\right)$	Modulus of Elasticity (GPa)
S	I	2.18	713	2.61	924	38.8
S100C		2.33	591	4.17	1210	33.3
S50f		1.69	292	2.33	446	30.3
S100C50f		2	540	3	865	34.9
SS	II	2.18	626	3.34	1120	32.3
SS100C		2.23	615	3.09	928	29.1
SS50f		1.68	362	2.77	671	39.8
SS100C50f		2.17	396	2.48	485	21.4