Journal of Structural and Construction Engineering (Transactions of AIJ)
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
THREE POINT BENDING TEST OF COLD FORMED SHS COLUMN TO THROUGH DIAPHRAGM WELDING CONNECTION USING 25 DEGREE NARROW GROOVE
Kazunori HATTORISusumu MINAMITadao NAKAGOMIIsao NISHIYAMA
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2015 Volume 80 Issue 718 Pages 1991-1999

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Abstract
 This study presents the results of a three-point bending test performed on a cold-formed square hollow section (SHS) column to a through diaphragm welding connection using a 25 degree narrow groove. The test results are summarized as follows:
 The deformation capacity of a cold-formed SHS column to a through diaphragm welding connection by using a 25 degree narrow groove is comparable to or higher than that obtained in previous tests by using a 35 degree standard groove. Relieving the stress concentration at the weld toe through grinder finishing delayed ductile crack initiation, thus improving the deformation capability of the welded connection of the cold-formed SHS column.
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© 2015 Architectural Institute of Japan
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