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

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6.5 Bolt-Force Variation Under Cyclic Loading<br />

The bolt force history of Model Tp½-Bd1¼-d30 is presented in Figure 6-12 (a and b). These results<br />

show that in the models with relatively thin end-plate and large bolt diameter the effect of circular bolt<br />

pattern is minimal. Also, it should be noted that the bolts in this model are not yielded, while the model<br />

undergo major pinching (see Figure 6-1(a)). This behavior is due to the excessive bending of the<br />

relatively thin end-plate.<br />

A close examination of the bolt forces of Model Tp1-Bd1¼-d30-SQR presented in Figure 6-13(b) show<br />

that two of the near bolts (Bolts-2 and Bolts-3) are yielded at the end of the 1.5% story drift and far bolts<br />

(Bolts-4) are fully yielded at the end of the 2% story drift. While in the same model with circular bolt<br />

pattern (see Figure 6-13(a)), it takes 3% drift to fully yield the near bolts and lose the pre-tensioning force<br />

while the far bolts (Bolts-4) are still maintaining a portion of their pre-tensioning force. It should be noted<br />

that in the Model Tp1-Bd1¼, far bolts (Bolt-1) takes no force in the connection with square bolt pattern,<br />

while the same bolts engage in taking additional load at the early stage of loading, and they lose their pre-<br />

tensioning force during 2% story drift (compare Figure 6-13(a), and Figure 6-13(b)).<br />

Similar behavior was observed when the bolt forces of the Model Tp1½-Bd1¼-d30 were examined.<br />

Bolts-2, Bolts-3, and Bolts-4 are completely yielded with square bolt pattern, while Bolts-1, Bolts-2 and<br />

Bolts-3 are maintaining a sufficient amount of the pre-tensioning force in circular bolt pattern (compare<br />

Figure 6-14(a), and Figure 6-14(b)).<br />

The same behavior was also observed when the bolt force history of the Model Tp¾-Bd¾-d30 with<br />

circular and square bolt patterns were compared; see Figure 6-17(a and b). The circular bolt pattern<br />

delays the yielding of the bolts and increases the bolt force in far bolt (Bolts-1).<br />

The bolt-force history of the Models Tp½-Bd½-d30 and Tp1½-Bd½-d30 are presented in Figure 6-14(a<br />

and b) and Figure 6-15(a and b). These models with small bolt diameter are prone to yielding of the bolts<br />

during early stage of loading. Thus, the entire bolts are fully yielded after the connection is subjected to<br />

the first cyclic load.<br />

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