Performance and Behaviour of Ground Granulated Blast Furnace Slag Imparted to Geopolymer Concrete Structural Elements and Analyzed with ANSYS

Table 5

Comparison between experimental results, ANSYS results, and mathematical prediction.

Structural elements	Failure load (N)	Young’s modulus (N/mm^2)	Moment of inertia (mm^4)	Deflection (mm)
				Experimental results	Theoretical results	ANSYS modeling results
Beam (CC)	52500	32752.07	42.19 × 10^6	0.8	0.49	0.49
Beam (GPC)	78800	35144.31		0.95	0.69	0.69
L-beam (CC)	54300	32752.07	2.52 × 10^10	38	39.5	39.4
L-beam (GPC)	67500	35144.31		42	46.0	45.7