Experimental Analysis of Eccentric Compression Performance of Larch Wood-Steel Composite Columns

Figure 10

Failure phenomena of class A specimens: (a) creasing phenomenon; (b) the upper end appears to open; (c) the lower end appears to open; (d) completely unglued specimen; (e) specimen Z-1; (f) specimen Z-2; (g) specimen Z-3; (h) specimen Z-4.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)