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ON THE EFFECTS OF CIRCULAR BOLT PATTERNS ON THE ...

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Element<br />

Washer<br />

Bolt<br />

Line<br />

Number<br />

Table 4-1 The Mesh Size Distribution In The Bolts<br />

Number of<br />

Seeds<br />

W1 20<br />

W2 15<br />

B1 15<br />

B2 10<br />

B3 15<br />

B4 4<br />

46<br />

Schematic<br />

A typical meshed bolt is presented in Figure 4-1. The element type C3D6 was used for both the bolt-<br />

head and the bolt-shank. The nuts were modeled similar to the bolt-head while the extended length of the<br />

bolt beyond each nut was ignored. The nut and the bolt-head were considered as a single body with bolt<br />

shank. The threaded part of the bolt shank was ignored and the bolt shank was replaced with a cylinder<br />

with a nominal diameter of the bolt. Washers were placed on both ends of the bolt (nut and bolt-head) to<br />

simulate the actual experimental specimen. The length of the bolt was set equal to the actual bolt length<br />

for each specimen. The pre-tensioning bolt-force was modeled by applying an initial displacement to two<br />

parallel surfaces in the bolt-shank, using bolt-force with adjustments length function of the ABAQUS 6-<br />

10.1. The value of the initial displacement was adjusted by trial and error to achieve a sufficient pre-<br />

tensioning bolt-force as specified by AISC design manual [53]. The bolts were pre-tensioned in the first<br />

step load and the displacement control loads were applied to the specimen during the next steps.

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