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- W2091764087 abstract "Buckling tests were conducted on cold-formed square hollow sections made of steel Fe 510. The range of slenderness, L/i, was from 20 to 140 in steps of 10. The whole series contained 39 tests. The test pieces were aligned in the loading frame in such a way that the initial eccentricity always equalled exactly L/1000, simulating the assumed initial curvature of real columns. This method resulted in a narrow scatter band, which agreed rather well with the ECCS curve c. By using a stiffness-reduction factor in the calculation of the relative slenderness, which accounts for the effect of the specific residual-stress pattern, the results are shown to fit well with the different ECCS curves. A new design rule is proposed." @default.
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- W2091764087 date "1990-01-01" @default.
- W2091764087 modified "2023-09-26" @default.
- W2091764087 title "Buckling tests on cold-formed square hollow sections of steel Fe 510" @default.
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- W2091764087 doi "https://doi.org/10.1016/0143-974x(90)90011-5" @default.
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