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
Parents
169
Steady Flow in Collapsible Tubes
Ascher H. Shapiro · Journal of Biomechanical Engineering · 1977 · 459 citations
On the Propagation of Bulges and Buckles
E. Chater, J.W. Hutchinson · Journal of Applied Mechanics · 1984 · 195 citations
1–5 of 169
359
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142
The University of Texas at Austin
Austin, United States
15 h-index
31 publications
1.9K citations

Zhejiang University
Hangzhou, China
14 h-index
63 publications
2K citations

University of Liverpool
Liverpool, United Kingdom
9 h-index
11 publications
326 citations
Tianjin University
Tianjin, China
7 h-index
13 publications
217 citations

Universidade Federal do Rio de Janeiro
Rio de Janeiro, Brazil
5 h-index
10 publications
362 citations
Jiangsu University of Science and Technology
Zhenjiang, China
5 h-index
17 publications
336 citations
Universidade de São Paulo
São Paulo, Brazil
4 h-index
10 publications
350 citations
BP (United Kingdom)
London, United Kingdom
4 h-index
13 publications
268 citations
1–8 of 142
12 publications · 491 citations
12
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11 publications · 448 citations
11
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16 publications · 509 citations
11
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JOMAE · 8 publications · 217 citations
8
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6 publications · 233 citations
6
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