External Pressure Collapse

External Pressure Collapse is a structural failure mode in subsea pipeline engineering characterized by the buckling or implosion of a pipeline due to excessive external hydrostatic pressure exceeding the pipeline's collapse resistance.

169

Publications

6.1K

Citations

359

Authors

142

Institutions

Publications per year

2017–2026

46

Variants

External Hydrostatic Collapse

Authors

359

  1. SK
    Stelios Kyriakides

    The University of Texas at Austin, United States

    16 publications · 1K citations

    15

    h-index

  2. SG
    Shunfeng Gong

    Zhejiang University, China

    9 publications · 346 citations

    9

    h-index

  3. JB
    J. Błachut

    University of Liverpool, United Kingdom

    7 publications · 211 citations

    7

    h-index

  4. YB
    Yong Bai

    Zhejiang University, China

    7 publications · 252 citations

    7

    h-index

  5. JZ
    Jian Zhang

    Jiangsu University of Science and Technology, China

    5 publications · 110 citations

    5

    h-index

1–5 of 359

Venues

  1. Marine Structures

    12 publications · 491 citations

    12

    h-index

  2. Thin-Walled Structures

    11 publications · 448 citations

    11

    h-index

  3. Ocean Engineering

    16 publications · 509 citations

    11

    h-index

  4. Journal of Offshore Mechanics and Arctic Engineering

    JOMAE · 8 publications · 217 citations

    8

    h-index

  5. Composite Structures

    6 publications · 233 citations

    6

    h-index

1–5