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It featured a circular hollow steel base as well as upright brass prongs of various lengths.
The elliptical hollow section (EHS) was cold-formed from the hot-rolled circular hollow section (CHS).
Circular hollow sections (CHS) are widely used in a range of structural engineering applications.
K-joints of welded aluminium lattice structure made of circular hollow section (CHS) profiles are analysed.
A space frame structure assembled by pultruded circular hollow section (CHS) GFRP members is presented.
Fatigue tests were carried out on welded circular hollow section K-joints typical to bridges.
Thin-walled steel circular hollow sections (CHSs) are widely used in wind turbine towers.
New slenderness limits for circular hollow sections under bending are proposed.
Modified slenderness parameters for EHSs under bending based on equivalent circular hollow section approach are derived.
This paper presents numerical investigation and design of concrete-filled aluminum circular hollow section (CHS) columns.
A configuration of beam-to-column joint with circular hollow section columns is proposed.
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