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Radial flexibility of chord tube, relative outside dimensions of connecting members, and relative position of web members in joint are major influences on elastic and ultimate strength of tubular connections; fully interwelded joint with profiled web members appears to be superior in elastic load range which can be increased by interwelding incoming web members; for statically loaded joints, gusset plates and small diameter tubes with cropped ends can be used successfully, provided that static load intensity is moderate; for severe static load applications and particularly for dynamic load conditions, joints with directly interwelded web members can be expected to be most efficient structurally.
Radial flexibility of chord tube, relative outside dimensions of connecting members, and relative position of web members in joint are major influences on elastic and ultimate strength of tubular connections; fully interwelded joint with profiled web members appears to be superior in elastic load range which can be increased by interwelding incoming web members; for statically loaded joints, gusset plates and small diameter tubes with cropped ends can be used successfully, provided that static load intensity is moderate; for severe static load applications and particularly for dynamic load conditions, joints with directly interwelded web members can be expected to be most efficient structurally.
Concept of tubular-joint design
ASCE -- Proc (J Structural Div)
Bouwkamp, J.G. (author)
1964
25 pages
Article (Journal)
English
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