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

Figure 30

The stress distribution of steel plates when the stud spacing is changed. (a) Stud spacing of 67.5 mm. (b) Stud spacing of 135 mm. (c) Stud spacing of 270 mm. (d) Stud spacing of 405 mm.

(a)

(b)

(c)

(d)