Research Article

Upper Bound Finite Element Limit Analysis of Pullout Characteristics of Normal-Stressed Circular Anchor Plate

Table 3

Value of regression coefficient.

Inclination angle (θ)

≤45°13.2-55.490.3319.9622.5218.40.9774
>45°13.2-183.10-0.80177.4934.8531.20.9733