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

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(ksi)<br />

Figure 5-22 Comparison Of The Predicted Vs. Actual Initial Stiffness Of The Connection With ±5% Error<br />

Envelope For The Category-2 Connections With Square Bolt Pattern<br />

The predicted post-yield stiffness of the connections versus the results obtained from the finite<br />

element analysis are presented in Figure 5-23. These results show a close agreement between these<br />

predicted and actual values.<br />

(ksi)<br />

3.E+05<br />

3.E+05<br />

2.E+05<br />

2.E+05<br />

1.E+05<br />

5.E+04<br />

0.E+00<br />

2.E+04<br />

2.E+04<br />

1.E+04<br />

5.E+03<br />

0.E+00<br />

Figure 5-23 Comparison Of The Predicted Vs. Actual Post-Yield Stiffness Of The Connection With ±5%<br />

Error Envelope For The Category-2 Connections With Square Bolt Pattern<br />

The results presented in Figure 5-24 shows the predicted ultimate rotation capacity of the connection<br />

versus the rotation capacity of the connection at failure. A close examination of these results reveals that<br />

majority of data point fall in between ±5% error envelope, which shows close agreements between the<br />

predicted and calculated values.<br />

0.E+00 5.E+04 1.E+05 2.E+05 2.E+05 3.E+05 3.E+05<br />

(ksi)<br />

106<br />

Results<br />

+5% error<br />

-5% error<br />

Results<br />

+5% error<br />

-5% error<br />

0.E+00 5.E+03 1.E+04 2.E+04 2.E+04<br />

(ksi)

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