Null-resultant transverse stresses induce buckling in elastic rods equivalent to axial compression, with critical stress matching the Euler formula and remaining finite as thickness approaches zero.
Discrete and nonlocal models of Engesser and Haringx elastica , volume =
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The strange mechanics of an elastic rod under null-resultant transverse loads
Null-resultant transverse stresses induce buckling in elastic rods equivalent to axial compression, with critical stress matching the Euler formula and remaining finite as thickness approaches zero.