Table 3 Summary of shear correction factors of simply supported and uniformly loaded square and triangular plates with h/a = 0.2
Schematics of plates | Extremely auxetic material (v = − 1) | Typical conventional material (v = 0.3) | Incompressible material (v = 1/2) | Remarks |
|---|---|---|---|---|
| κ = 0.8351 | κ = 0.8384 | κ = 0.8405 | Isosceles right triangular plate (Lim 2016a) |
| κ = 0.8344 | κ = 0.8364 | κ = 0.8376 | Equilateral triangular plate (Lim 2016b) |
| κ = 0.8341 | κ = 0.8354 | κ = 0.8362 | Square plate (this paper) |
| κ = 0.8349 | κ = 0.8377 | κ = 0.8394 | Rectangular plate with aspect ratio of 4 (this paper) |
