@article{
 title = {Local and global collapse pressure of longitudinally flawed pipes and cylindrical vessels},
 type = {article},
 year = {2005},
 keywords = {Axially cracked pipe,Global and local collapse,Limit analysis,Pressure loaded crack-face},
 pages = {217-225},
 volume = {82},
 websites = {http://linkinghub.elsevier.com/retrieve/pii/S0308016104002042},
 month = {3},
 id = {3842d40a-dffb-3d2c-bea8-2f1e48c2c979},
 created = {2014-06-02T18:47:19.000Z},
 accessed = {2014-08-18},
 file_attached = {false},
 profile_id = {93ec0d5b-403c-3f87-b702-40b6362f05e6},
 last_modified = {2020-03-12T22:30:00.226Z},
 read = {false},
 starred = {false},
 authored = {true},
 confirmed = {true},
 hidden = {false},
 citation_key = {Staat2005},
 private_publication = {false},
 abstract = {Limit loads can be calculated with the finite element method (FEM) for any component, defect geometry, and loading. FEM suggests that published long crack limit formulae for axial defects under-estimate the burst pressure for internal surface defects in thick pipes while limit loads are not conservative for deep cracks and for pressure loaded crack-faces. Very deep cracks have a residual strength, which is modelled by a global collapse load. These observations are combined to derive new analytical local and global collapse loads. The global collapse loads are close to FEM limit analyses for all crack dimensions.},
 bibtype = {article},
 author = {Staat, Manfred},
 doi = {10.1016/j.ijpvp.2004.07.022},
 journal = {International Journal of Pressure Vessels and Piping},
 number = {3}
}

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