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Table 4 Stress and displacement comparison (work condition 2)

From: Type selection, structural calculation and construction of anchorage in Sichuan bank of Sichuan Kahalo Jinsha River Bridge

Model

Horizontal displacement of the cushion cap (mm)

Vertical displacement of the cushion cap (mm)

Horizontal displacement of the vice cable saddle (mm)

Stress of front leg (kPa)

Stress of rear leg (kPa)

ABAQUS

8.7

2.2

18.9

1070

1240

flac3D

6.6

0.5

17.8

1140

1260

theoretical calculation

2.9

4.8

3.6

710

870