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https://mysite.du.edu/~jcalvert/tech/machines/buckling.htm
Jul 10, 2000 · If the walls of the pipe are thin, another type of failure can occur, local buckling, in which the side of the pipe under compression when it deflects slightly buckles over a short distance, which is not surprising in view of the ratio of length to thickness. This was also found to occur in the upper flange of I-beams when there was too little support for a broad flange.
https://www.sciencedirect.com/science/article/pii/026382319290011K
Local buckling of thin-walled pipes 433 obtain such a curve because the accuracy of the prediction depends upon the accuracy in measuring the slope of the curve. The slope E-r of the compressive stress-strain curve is largely governed by the choice of materials.Cited by: 16
https://scholarship.rice.edu/bitstream/handle/1911/89524/RICE0554.pdf?sequence=1
the field joint portion can be considered as a bare pipe and local buckling failure would be expected at that point. Failure of the pipes may be due to yielding of the steel, to local buckling …
https://www.bgstructuralengineering.com/BGSCM13/BGSCM006/BGSCM00602.htm
Buckling is a two dimensional (planar) event. In other words it happens IN a PLANE that is perpendicular to the AXIS that it happens ABOUT. Figure 6.2.2 shows planar views of the two principle planes for the W section shown in Figure 6.2.1. Effective Length Coefficients and End Support Conditions. Theoretically, end supports are either pinned ...
https://www.aisc.org/globalassets/aisc/awards/tr-higgins/past-winners/designing-with-structural-tubing.pdf
Local buckling of HSS is an important consideration since about half of the standard HSS sizes have at least one pair of sides where the flat-width/thickness ratio exceeds 238/V^~ and the section is classified as thin-walled. Therefore, the LRFD column equation in Appendix B is the basis for many HSS designs. Pcr =AJ0.6S5 QXhQF y>forXc<Q< 1.5
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