Buckling Of Rectangular Plates

Buckling of Rectangular Plates is a structural instability phenomenon in which a thin rectangular plate, under in-plane compressive loading, undergoes a sudden lateral deflection when the critical load threshold is exceeded, marking the transition from a state of stable equilibrium to an unstable deformed configuration.

548

Publications

24.5K

Citations

895

Authors

386

Institutions

Publications per year

2017–2026

79

Authors

895

  1. KL
    K.M. Liew

    City University of Hong Kong, Hong Kong SAR China

    16 publications · 884 citations

    15

    h-index

  2. CW
    C.M. Wang

    National University of Singapore, Singapore

    16 publications · 506 citations

    13

    h-index

  3. YX
    Y. Xiang

    Western Sydney University, Australia

    12 publications · 407 citations

    11

    h-index

  4. RL
    Rui Li

    Dalian University of Technology, China

    10 publications · 412 citations

    10

    h-index

  5. CG
    C. Guedes Soares

    University of Lisbon, Portugal

    9 publications · 280 citations

    9

    h-index

1–5 of 895

Venues

  1. International Journal of Mechanical Sciences

    39 publications · 2K citations

    28

    h-index

  2. Journal of Sound and Vibration

    JSV · 37 publications · 2.2K citations

    26

    h-index

  3. Composite Structures

    36 publications · 2.2K citations

    24

    h-index

  4. Thin-Walled Structures

    32 publications · 1.2K citations

    20

    h-index

  5. International Journal of Solids and Structures

    27 publications · 2.3K citations

    19

    h-index

1–5