Out-of-Plane Bending and Shear Behaviors of Steel Plate-Concrete Walls for Nuclear Power Plants

Table 4

Main results of the out-of-plane loading tests on steel plate-concrete slabs.

Specimen no.	/kN	/mm	/kN	/mm	/kN	/mm
SC-P1	200	2.21	–	–	999.86	9.87
SC-P2	200	0.01	921.07	4.73	998.29	5.39
SC-P3	200	3.51	695.64	6.55	857.92	28.18
SC-P4	200	5.51	320.17	9.62	485.33	36.98
SC-P5	200	1.83	439.34	4.74	733.46	21.65

Note.refers to the maximum load rather than the ultimate load.