Structural Performance of Translucent Concrete Façade Panels

Table 9

Details of experimental load analysis results of the TCPs and RCP.

Experimental load analysis test results (at failure)	Panel designation
	RCP	TCP-2	TCP-3
28-day compressive strength	40.66	36.14	37.01
Mass density (kg/m^3)	2401.33	2345.33	2320.00
Ultimate load (kN)	23.23	11.38	11.69
Maximum deflection (mm)	1.43	1.60	1.84
Maximum strain (mm/mm)	0.0030	0.0036	0.0034
Ultimate bending moment (kN·mm)	1741.95	853.20	876.90
Maximum support reaction (kN)	11.61	5.69	5.85
Maximum bending stress (N/mm^2)	4.65	2.28	2.34
Maximum normal stress (N/mm^2)	1.55	0.76	0.78
Maximum shear stress (N/mm^2)	2.32	1.14	1.17
Elasticity of modulus (GPa)	32.26	29.36	29.23
Shear modulus (GPa)	15.82	14.39	14.33