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All of the proposed tapered beam flange specimens, using either the column-tree full welded connection or the web-bolted flange-welded connection, achieved satisfactory ductile behavior by forming a plastic hinge in the beam section away from the column face.
The methodology is applied in two cylindrical liquid storage tanks of different aspect ratios focusing on local performance of the welded connection, towards assessing the strength of the welded connection.
In contrast to butt welded connection specimens, the transverse and longitudinal fillet welded connection specimens experience failure in the base metal throughout 20 800 °C exposure range.
In addition, welded connection between the splice member and the gusset plate is recommended.
Next, the performance of the current as-built system, the fillet welded connection, is evaluated.
Selection of process parameters has great influence on the quality of a welded connection.
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Beams and columns in steel structures are regularly connected using bolted or welded connections.
For these specimens, single tension angles were connected to the gusset plates either by bolted or welded connections.
This indicates that existing design rules for planar RHS-to-RHS welded connections can likely suffice for the unusual case of CHS-to-RHS welded connections.
There is no information on the behavior of longitudinal fillet welded connections in VHS tubes.
For fatigue design, no design guidance exists for CHS-to-RHS welded connections.
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