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

Table 1

List of specimen dimensions.

No.	Specimen no.	Width H/mm	Height T/mm	Total length L/mm	Test span/mm	Thickness of surface steel plate t/mm	Stud diameter d/mm	Stud length D/mm	Stud spacing B/mm	Concrete height–plate thickness ratio T/t	Shear span ratio	B/t
1	SC-P1	600	450	3100	1800	4.5	9	72	135	100	2	30
2	SC-P2	600	450	3100	1800	4.5	9	72	67.5	100	2	15
3	SC-P3	600	450	4900	2700	4.5	9	72	135	100	3	30
4	SC-P4	600	450	7200	4500	4.5	9	72	135	100	5	30
5	SC-P5	600	675	7200	4500	4.5	9	72	135	150	3.33	30