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- W2406495757 abstract "In this study, inelastic buckling strength of HSA800 steel columns were tested to investigate the applicability of current column curve (KBC2009, 2010 AISC-LRFD) to HSA800 steel. Key test variables included width-thickness ratio, plate-edge restraints, and column slenderness ratio. Specimens made of ordinary steel (SM490) were also tested for comparison purposes. All the concentrically loaded HSA800 specimens exhibited sufficient buckling strength compared to the current column curve, but some of SM490 specimens showed understrength. This difference can be explained by the lower residual stress present in HSA800 specimens." @default.
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- W2406495757 date "2015-08-27" @default.
- W2406495757 modified "2023-10-02" @default.
- W2406495757 title "Buckling Strength of Concentrically Loaded High-Strength Steel Columns with Intermediate Slenderness" @default.
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- W2406495757 doi "https://doi.org/10.7781/kjoss.2015.27.4.377" @default.
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