Numerical Study on the Local Buckling Behaviour of Bolted Steel Plates in Steel Jacketing

Figure 13

The relation between the value of /F and the geometric dimensional parameters of stiffeners: (a) /F-ab/Bt, (b) /F-a/t, (c) /F-b/t, and (d) /F-b/a.

(a)

(b)

(c)

(d)