Euler Buckling

Euler Buckling is a theoretical model in structural mechanics that describes the critical load at which a slender column undergoes sudden lateral deflection under axial compression, derived from the linearized buckling analysis of an idealized, prismatic, pin-ended column.

156

Publications

6.7K

Citations

340

Authors

185

Institutions

Publications per year

2017–2026

26

Variants

Euler Column FormulaEuler's Buckling Formula

Authors

340

  1. XF
    Xi‐Qiao Feng

    Tsinghua University, China

    4 publications · 381 citations

    4

    h-index

  2. LG
    Leonardo Golubović

    West Virginia University, United States

    4 publications · 163 citations

    4

    h-index

  3. MD
    Michel Destrade

    Ollscoil na Gaillimhe – University of Galway, Ireland

    4 publications · 177 citations

    4

    h-index

  4. GD
    G. Domokos

    Budapest University of Technology and Economics, Hungary

    4 publications · 167 citations

    4

    h-index

  5. MM
    Michael M. Bernitsas

    University of Michigan, United States

    3 publications · 36 citations

    3

    h-index

1–5 of 340

Venues

  1. Journal of Applied Mechanics

    8 publications · 194 citations

    8

    h-index

  2. Applied Physics Letters

    7 publications · 770 citations

    7

    h-index

  3. Physical Review E

    PRE · 7 publications · 211 citations

    7

    h-index

  4. Physical Review Letters

    PRL · 5 publications · 257 citations

    5

    h-index

  5. Journal of the Structural Division

    4 publications · 199 citations

    4

    h-index

1–5