Finite Element Analysis of Beam-to-Beam Eccentric End Plate Connections
Özet
This study presents a broad investigation on eccentric end plates used for beam-to-beam
connections by utilizing finite element analysis. This investigation is based on previous
experimental work on beam-to-beam connections conducted by a supervisor of this thesis.
These connections are vitally essential in the modeling of lightweight structures. For beam
to beam joints, there are numerous varieties of joints, including shear plate, clip angle
joint, and eccentric end plate, along with T-stub joints, that are frequently used in frame
structures. Understanding the rotational attitude of the joints is a fundamental aspect of
design. A practical way of evaluating their response is to generate moment-rotation curves
and investigate the effects of several parameters graphically. It is concluded that the stiffeners
and the end plate are the critical components for failure.
