Axial Compressive Behavior of Glass Fiber-Reinforced Hollow Concrete Columns

Table 2

Experiment results and calculated results.

Specimen name	N ^exp (kN)	N ^fem (kN)	N ^cal (kN)
GRCH1	2789	2741	2760	1.018	1.011
GRCH2	2940	2910	2844	1.034	1.010
GRCH3	2451	2374	2446	1.032	1.002
GRC4	3246	3094	3030	1.049	1.071
GRCH5	2889	2895	2876	0.998	1.005
GRCH6	3095	2970	2992	1.042	1.034
GCH7	2516	2441	2527	1.031	1.031

Note. N ^exp is the test result, N^fem is the finite element result, and N^cal is the calculation result.