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Cylinders with a steel-concrete-steel wall to resist external pressure

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Cylinders with a steel-concrete-steel wall to resist external pressure

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dc.contributor.author Goode, Charles es_ES
dc.contributor.author Nash, Tom es_ES
dc.date.accessioned 2018-09-24T07:08:31Z
dc.date.available 2018-09-24T07:08:31Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/107951
dc.description.abstract [EN] In the 1980’s Manchester University carried out over 110 tests on cylinders with a composite wall (steel-concrete-steel) subjected to external pressure as already reported in the literature. This paper describes further tests on 9 cylinders with a composite wall and a dome end subjected to external pressure and reports the results and compares them with theory. The cylinders were 500 mm diameter and 1250 mm long and four of them had penetrations through the cylinder wall. These tests were carried out under contract for Tecnomare SpA of Italy and have not been previously reported because of confidentiality reasons. The agreement between test behaviour, failure load and the theory developed at Manchester University is good. The philosophy for the design of such vessels for seabed structures is discussed and a ‘depth margin’ method proposed as it is a more realistic way of applying safety. Examples of designs for different depths are given and compared with the predicted failure pressure. es_ES
dc.description.sponsorship Tecnomare SpA of Italy is thanked for providing the financial support for this work. The tests were carried out at Manchester University by Dr. Tom Nash, John Smith & Alan Graham under the direction of the late Professor Peter Montague. es_ES
dc.format.extent 7 es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018 es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Composite wall es_ES
dc.subject Cylinders es_ES
dc.subject Sub-sea es_ES
dc.subject Design philosophy es_ES
dc.title Cylinders with a steel-concrete-steel wall to resist external pressure es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.7066
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Goode, C.; Nash, T. (2018). Cylinders with a steel-concrete-steel wall to resist external pressure. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 647-652. https://doi.org/10.4995/ASCCS2018.2018.7066 es_ES
dc.description.accrualMethod OCS es_ES
dc.relation.conferencename 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018 es_ES
dc.relation.conferencedate Junio 27-29,2018 es_ES
dc.relation.conferenceplace Valencia, Spain es_ES
dc.relation.publisherversion http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/7066 es_ES
dc.description.upvformatpinicio 647 es_ES
dc.description.upvformatpfin 652 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\7066 es_ES
dc.contributor.funder Tecnomare S.P.A.


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