I‐beam‐to‐SHS column moment resisting joints using passing‐through plates under opposite bending moments: numerical and analytical studies
Mouad MADHOUNI,
Maël COUCHAUX,
Mohammed HJIAJ
et al.
Abstract:As thin walled HSS columns are very flexible, they usually exhibit excessive deformation when resisting a bending moment or transverse loads. Adding exterior/interior diaphragms is one way to remedy the problem. Another option that can significantly increase strength and stiffness is to allow passing plates through the hollow column by means of Laser Cutting Technology (LCT). This solution was tested on CHS columns within the RFCS LASTEICON project. The first outcomes were promising. One of LASTTS new RFCS pro… Show more
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