Physical and Mechanical Properties of Composites Made with Aluminous Cement and Basalt Fibers Developed for High Temperature Application

Table 4

Fracture energy of studied composites.

Mixture	Basalt fiber volume (%)	FGCP replacement (%)	Fracture energy (J·m^−2)
			105°C	600°C	1000°C
R-0	0	0	50.1	47.6	39.6
R-5		5	65.8	60.4	52.3
R-10		10	68.4	63.5	58.6
R-15		15	75.3	65.5	55.6
R-20		20	87.8	72.3	51.2
R-25		25	70.5	55.4	53.4
A-0	0.25	0	110.3	60.4	22.9
A-5		5	135.9	68.7	52.9
A-10		10	179.4	82.0	66.1
A-15		15	209.2	93.9	70.7
A-20		20	185.2	84.3	78.0
A-25		25	160.4	79.3	77.9
B-0	0.50	0	275.5	128.3	82.5
B-5		5	315.2	135.4	89.2
B-10		10	302.4	142.8	95.6
B-15		15	295.8	128.9	68.7
B-20		20	281.5	117.4	72.5
B-25		25	303.8	148.4	70.6
C-0	1.0	0	207.0	71.4	63.9
C-5		5	218.6	112.6	68.7
C-10		10	215.2	99.5	65.0
C-15		15	216.0	86.9	61.2
C-20		20	227.6	85.6	62.1
C-25		25	238.8	94.7	72.9
D-0	2.0	0	127.2	94.3	57.0
D-5		5	182.7	109.5	63.9
D-10		10	179.9	118.2	72.5
D-15		15	165.8	121.8	64.2
D-20		20	142.3	95.4	58.9
D-25		25	133.4	89.4	67.3
E-0	4.0	0	115.2	81.0	64.0
E-5		5	121.6	75.5	72.4
E-10		10	132.1	68.5	65.8
E-15		15	125.5	57.4	52.8
E-20		20	102.3	62.3	60.0
E-25		25	99.7	59.7	52.6