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In these connection models, a short stub beam is used to connect I-beams to box-columns by bolted end plate connection.
We identify three cases of connection models of increasing complexity.
The connection models are analyzed in three loading steps.
The finite element analyses of the two connection models are performed to obtain the stress distribution and deformation-induced space variation on the connection models.
The effect of shear force was neglected in deriving the column base connection models.
For some of the experiments, we considered two scenarios with different connection models.
Similar(26)
After a brief discussion of issues encountered with nonlinear spring element connection modeling schemes, an equivalent parameterized beam connection model is proposed to characterize softening-type connection behavior.
We added connection model that was too complex.
Open image in new window Fig. 2 Wagon connection model.
A simplified connection model was first developed using simple mechanics.
Moreover, the semi-rigid connection and column base modelling is compared to rigid connection modelling.
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