Shear Strength of Flat Joint considering Influencing Area of Bolts

Figure 1

Schematic and products of the unbolt and bolted joint sample. (a) Joint-1-45°. (b) Joint-2-45°. (c) Joint-3-45°. (d) Joint-1-90°. (e) Joint-2-90°. (f) Joint-3-90°. (g) Unbolted joint. (h) 45° bolted joint. (i) 90° bolted joint.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)