Tools › Structures › Stress Concentrations › Two Holes › Example
Haddon (1967): two equal holes, gap of one radius, tension across the line of centres, K_tg = 3.264
| Tool | Two Holes |
| Source | Haddon, R. A. W. (1967). "Stresses in an Infinite Plate with Two Unequal Circular Holes." Quarterly Journal of Mechanics and Applied Mathematics, Vol. 20, No. 3, pp. 277–291; as collected in Badiger, S. M., and Ramakrishna, D. S. (2024). "Interaction of Two Circular Holes in an Infinite Plate by Body Force Method." Materials Physics and Mechanics, Vol. 52, No. 3, pp. 96–107. Table 1. |
| Level | Graduate |
Problem
Two 0.25 in holes in a 0.1 in plate have their centres 0.375 in apart (a gap of one radius) on the x axis; the plate carries 5,000 lb/in in y. Find the peak hoop stress and the gross stress concentration factor.
Inputs to Enter
- N_xx = 0, N_yy = 5000 lb/in, N_xy = 0, t = 0.1 in
- D_1 = D_2 = 0.25 in, s = 0.375 in (gap 0.125 in = one radius)
- r = 0.125 in, θ = 90°
Answers
- K_tg = 3.2641 (Haddon 3.264)
- σ_edge,max = 3.2641 × 50 = 163.2 ksi
- At this spacing (D/s = 0.667) the peak sits at the facing points, which take over from the outer points for D/s above about 0.55
Notes
Change the default centre distance to 0.375 in. The tool's gap limit is 0.2 × the larger diameter (0.05 in here). The Drawn Cutout tool's boundary-element solution of the same geometry gives 3.266.
More Examples for This Tool
- Ling (1948) / Haddon (1967): two equal holes, gap of two radii, tension across the line of centres, K_tg = 3.066
- Haddon (1967) / Ling (1948): two equal holes, gap of one radius, tension along the line of centres, K_tg = 2.650
- Two unequal holes (radius ratio 2, gap one small radius) under tension across the line: 4.051 on the small hole