Cyclic Behavior of Reinforced Concrete Slab-Column Connection Using Numerical Simulation

Table 6

Summary of FE simulation results.

Specimen	Le (mm)	Pcr (kN)	Δcr (mm)	Py (kN)	Δy (mm)	Pult (kN)	Δult (mm)	Ductility
SCCD-11	60	14.40	3.55	37.36	9.49	52.86	45.93	4.84
	40	15.50	3.66	38.55	9.71	55.07	48.41	4.99
	30	15.86	3.71	39.46	9.83	56.37	50.59	5.14
SCCD21	30	19.39	3.81	48.22	10.14	68.89	41.39	4.08
SCCD31	30	22.39	3.65	55.69	9.69	79.56	34.75	3.59
SCCD41	30	26.85	3.54	71.57	10.22	95.42	34.42	3.81
SCCD-12	60	15.81	3.34	40.91	9.44	54.55	37.81	4.00
	40	16.68	3.52	43.19	9.97	57.58	41.73	4.19
	30	17.56	3.71	45.46	10.49	60.61	44.99	4.29
SCCD22	30	21.24	3.79	54.97	10.82	73.29	40.32	3.73
SCCD32	30	24.27	3.56	62.81	10.19	83.75	33.22	3.26
SCCD42	30	28.80	3.44	78.53	10.44	99.40	32.64	3.13