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

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CHAPTER 6<br />

6. DISCUSSI<strong>ON</strong> <strong>OF</strong> <strong>THE</strong> RESULTS<br />

6.1 Introduction<br />

A parametric study was conducted to identify the effects of the connection geometric parameters on<br />

the performance of connections with circular bolt pattern. More than one hundred and eighty finite<br />

element models of eight bolt extended end-plate connections with various end-plate thicknesses and bolt<br />

diameters including both square and circular pattern are analyzed under cyclic loading. Since studying<br />

the behavior of each model, 182 models, and the compression of the results are a time consuming and<br />

ineffective task, the researcher decided to carefully sample the models and only discuss the behavior of<br />

these models. These models are sampled such that their behavior best represent the overall behavior of<br />

the entire test matrix. Sixteen models from the connections with 30 in. nominal beam depth are selected<br />

and the results were discussed. Similar behavior was observed when the results of the models with 24 in.<br />

and 36 in. were studied. The discussions of these results are provided in this chapter. The details of the<br />

sampled specimens are shown in Table 6-1.<br />

Also for a better representation of the bolt forces and their variation in the connections with circular<br />

and square bolt pattern, the selected models are subjected to monotonic loading to the failure. The<br />

discussion of these results and the effect of the circular bolt pattern on the bolt force variation in the<br />

connection are discussed in details in this chapter.<br />

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