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首页> 外文期刊>International journal of steel structures >Research on Cold-Formed Steel Stiffened-Web Built-up I-Section Columns with Complex Edge Stiffeners
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Research on Cold-Formed Steel Stiffened-Web Built-up I-Section Columns with Complex Edge Stiffeners

机译：Research on Cold-Formed Steel Stiffened-Web Built-up I-Section Columns with Complex Edge Stiffeners

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A series of double-limbs built-up I-section simply supported specimens subjected to compression were examined. The test columns contained 18 concentric compression columns and 12 eccentric compression columns with three section forms respectively. The influence of web stiffeners on buckling mode, ultimate bearing capacity and interaction between limbs were studied. It was shown that stiffeners in web effectively decreased the element width-to-thickness ratio and increased the bearing capacity of built-up I-section columns. But when larger eccentricity made the moment control the failure of eccentric compression specimens, the bearing capacity of the specimens was not improved obviously by web stiffeners. Distortional buckling could replace local buckling to control the failure modes of columns. Compared with double-limbs channel steel built-up open-sections with complex edge stiffeners under the same steel quantity and eccentricity, the load carrying capacity of double limb sigma-shaped channel built-up sections increased from 4.4 to 20.3. While for double limb channel with V-type web stiffener sections, the increment was from 2.2 to 17.4. Furthermore, parametric study of 90 sigma-shaped built-up section members was investigated to obtain the optimization proportion of the web sub-element and relationship of carrying capacity between single sigma-shaped section and double limb sigma-shaped I-section. Finally, the ultimate load-carrying capacity of built-up columns subjected to axial compression were calculated by two kinds of direct strength method formulas, which were compared with the tests values. The results showed that the method considered the interaction between distortional buckling and flexural buckling could obtain conservative results.

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