A Study on the Flexural Performance of Para-aramid Fiber Reinforced Concrete Beams with Recycled Coarse Aggregates

International Journal of Concrete Structures and Materials

Table 9 A comparison of test results with existing structural analysis methods

Specimens	M_{n, exp} (kN*m)	M_{n, El-Mihilmy} (kN*m)	M_{n, ACI 440.2R-08} (kN*m)	M_{n, exp /}M_{n, El-Mihilmy}	M_{n, exp /}M_{n, ACI 440.2R-08}
This Study
F10R30-N	26	15.9	15.9	1.6	1.6
F10R30-B2	27.3	48.2	39.3	0.6	0.7
F10R30-BU	32.3	49.3	40	0.6	0.8
F13R30-N	36.7	27.6	27.6	1.3	1.3
F13R30-B2	35.1	58.5	48.4	0.6	0.7
F13R30-BU	37.9	59.6	49.1	0.6	0.8
F16R0-N	50.3	42.3	42.3	1.2	1.2
F16R0-B2	50.4	71.1	59.4	0.7	0.8
F16R0-BU	53.7	72.2	59.9	0.7	0.9
F16R30-N	51.8	42.3	42.3	1.2	1.2
F16R30-B2	50.4	71.1	59.4	0.7	0.8
F16R30-BU	54.8	72.2	59.9	0.8	0.9
F16R30-LB2	53.6	73.3	60.4	0.7	0.9
F16R50-N	50.6	42.3	42.3	1.2	1.2
F16R50-B2	52.4	71.1	59.4	0.7	0.9
F16R50-BU	52.2	72.2	59.9	0.7	0.9
Average				0.9	0.9
Standard deviation				0.3	0.2
W.S. Kim et al. (2014)
R0-13-N	34	30.2	31.9	1.1	1.1
R15-13-N	32.9	30.1	31.8	1.1	1
R30-13-N	31.2	29.9	31.8	1	1
R50-13-N	29.4	29.7	31.7	0.9	0.9
R15-13-S	43.1	30.1	42	1.4	1
R30-13-S	41.7	37	41.3	1.1	1
R50-13-S	37.9	36.2	40.5	1.1	0.9
R30-16-S	54.1	45.6	51.6	1.2	1.1
Average				1.1	1
Standard deviation				0.1	0.05
Attari et al. (2012)
PA1	20.2	22.8	18.5	0.9	1.1
PA2	21.9	25.5	20.2	0.9	1.1
PA3	18.9	21.7	17.8	0.9	1.1
PB4	18.1	36.8	26.1	0.5	0.7
PB5	17.2	27.2	21.1	0.6	0.8
Average				0.7	0.9
Standard deviation				0.3	0.3