Timoshenko Beam Theory

Timoshenko Beam Theory is a refined beam theory within the mechanics of continuous systems that extends classical Euler–Bernoulli beam theory by incorporating the effects of shear deformation and rotational inertia, thereby providing a more accurate model for the bending and deflection of thick or short beams where shear effects are significant.

2.4K

Publications

107.8K

Citations

3.9K

Authors

1.2K

Institutions

Publications per year

2017–2026

718

Authors

3.9K

  1. RA
    R. Ansari

    University of Guilan, Iran

    39 publications · 2.4K citations

    26

    h-index

  2. JN
    J. N. Reddy

    Texas A&M University, United States

    28 publications · 3.5K citations

    21

    h-index

  3. LC
    Li‐Qun Chen

    Shanghai University, China

    19 publications · 870 citations

    18

    h-index

  4. SK
    S. Kitipornchai

    The University of Queensland, Australia

    18 publications · 2.2K citations

    17

    h-index

  5. CW
    C.M. Wang

    National University of Singapore, Singapore

    19 publications · 2.9K citations

    17

    h-index

1–5 of 3.9K

Venues

  1. Journal of Sound and Vibration

    JSV · 176 publications · 9.5K citations

    55

    h-index

  2. Composite Structures

    60 publications · 4.7K citations

    37

    h-index

  3. Journal of Applied Mechanics

    82 publications · 5.9K citations

    33

    h-index

  4. International Journal of Mechanical Sciences

    62 publications · 2.7K citations

    32

    h-index

  5. 25

    h-index

1–5