Lateral torsional buckling of welded stainless-steel I-profile beams: design and reliability
In this paper, a geometrically and materially nonlinear numerical model using ANSYS is validated against 13 lateral torsional buckling (LTB) experiments as well as experiments from the literature. A parametric study comprising 30 geometries with each 12 lengths in the slenderness range of 0.35–1.95...
| Main Authors: | , |
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| Format: | Journal article |
| Language: | English |
| Published: |
American Society of Civil Engineers
2020
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