International Journal of Concrete Structures and Materials

Table 8 Comparison between the FEM Model and the Experimental Results: Yield Point and Peak Point

From: Experimental and Numerical Study on the Behavior of RC Members under Combined Loads

Specimen	Yield point		Peak point
Specimen	Load (P_y) [kN]	Disp. (\({\Delta }_{y})\) [mm]	Load (P_p) [kN]	Disp. (\({\Delta }_{p}\)) [mm]
RC-A00-1	108	8.9	159	34.6
FEM-A00	112	11	157.38	33
Error	− 4	− 2.1	1.62	1.6
RC-A00-2	111	9.9	160	29.6
FEM-A00	112	11	157.38	33
Error	− 1	− 1.1	2.62	− 3.4
RC-A10	170	11.2	204	24.7
FEM-A10	188	14	188	14
Error	− 18	− 2.8	16	10.7
RC-A20	226	14.9	239	18.9
FEM-A20	229	16	229	16
Error	− 3	− 1.1	10	2.9

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