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Main difference between local and overall buckling related to distortion of the overall system geometry. Local buckling does not cause distortion of the overall geometry, usually local buckling seems on short (channel or angle) compression members (excessive loaded and material related problem). On the other hand overall buckling causes distortion, we can give example as plastic ruler compressed by fingers . There is equation on buckling developed by Euler.

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Generally local bucking occures in large web beams under heavy concentrated load while the lateral buckling occures in long slender columns.

lateral buckling is more dangerous than the local buckling as the structure may collapse due to lateral collapse of the column.

local buckling can be controlled by providing web stiffners while the lateral buckling can be prevented by controllinge the slenderness ratio.

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Q: What is the different between local buckling and lateral buckling?
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