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- W4317788250 abstract "It is well-established that beams of relatively narrow cross-section have a tendency to buckle laterally when loaded. This type of lateral–torsional instability, which has considerable practical importance in a variety of thin-walled structures, is a classical buckling situation in which the critical load is related, among other things, to characteristic features of the cross-section. In this short paper, 3D-printing is exploited to provide a parametric study based on a fixed cantilever geometry in which a number of standard cross-sectional forms are compared in terms of their effect on this kind of buckling behavior." @default.
- W4317788250 created "2023-01-24" @default.
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- W4317788250 date "2023-04-01" @default.
- W4317788250 modified "2023-09-27" @default.
- W4317788250 title "A lateral–torsional buckling demonstration model using 3D printing" @default.
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- W4317788250 doi "https://doi.org/10.1016/j.engstruct.2023.115682" @default.
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