The chapter also analyzes nine different series of three-dimensional models, using non-linear finite element method to study the behavior of this new geometry of beam to double-I built-up connection under applied loading.
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Furthermore, finite element models of thick flange T-stub connections is presented and finite element simulation results are compared to experimental results to demonstrate the applicability of built-up T-stub connections for use in special and intermediate moment frames.
The goal of this investigation is to demonstrate through experimental and finite element studies that built-up T-stub connections can be successfully detailed for use in special and intermediate moment frames in seismic areas.
The results of experimental tests and finite element (FE) simulations are used to develop a stiffness model that predicts the behavior of bolted thick built-up T-stub connections including column flange deformation, and accounting for primary and secondary prying effect.
Built-up girder screw connection variation flexural tests, Internal Report, Dietrich Design Group, 2002].
Four beam-to-column full-scale double built-up T (DBT) moment connections were subjected to cyclic loading following the prescribed loading history in AISC seismic provisions.
For the vibration analysis of built-up structures traditional point-like connections cannot be applied where the interface is large and the wavelength is small.
The objective of using the flange plate connection as one of the most popular indirect connections to the built-up box column is to avoid using long plates.
