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dc.contributor.author | Stroetmann, Richard![]() |
es_ES |
dc.contributor.author | Sieber, Lars![]() |
es_ES |
dc.date.accessioned | 2018-10-02T06:42:29Z | |
dc.date.available | 2018-10-02T06:42:29Z | |
dc.date.issued | 2018-06-05 | |
dc.identifier.isbn | 9788490486016 | |
dc.identifier.uri | http://hdl.handle.net/10251/108888 | |
dc.description.abstract | [EN] For the rehabilitation of steel structures from the 19th and the early 20th century the brittle fracture behaviour is essential for the structural safety. The methods of the assessment used in EN 1993-1-10 were predominantly developed for welded structures made of current steel grades with more or less high toughness. The check by limitation of the plate thickness is not suitable for old mild steel structures with riveted and bolted connections. Notch effects and residual stresses are quite different to those ones of welded structures. The material properties of old mild steels are characterised by larger scatters, particularly due to the inhomogeneous distribution of tramp elements and higher contents of non-metallic inclusions. In this paper, experimental and analytical studies of the brittle fracture behaviour of mild steels as well as aging effects of structural elements with holes for riveted and bolted connections are presented. | es_ES |
dc.description.sponsorship | The presented material examinations were mainly carried out within the research project “Assessment of the risk of brittle fracture at punched steel structures - further development of analytical methods” [4] and were supported by funding from the research initiative “Zukunft Bau des BBSR” (AZ: II 3-F20-12-1-054). The authors sincerely thank them for their support. | es_ES |
dc.format.extent | 9 | 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 | Brittle fracture | es_ES |
dc.subject | Old mild steel | es_ES |
dc.subject | Riveted structures | es_ES |
dc.subject | Fracture toughness | es_ES |
dc.subject | Master-Curve | es_ES |
dc.subject | Sanz-correlation | es_ES |
dc.title | Toughness of old mild steels | es_ES |
dc.type | Capítulo de libro | es_ES |
dc.type | Comunicación en congreso | es_ES |
dc.identifier.doi | 10.4995/ASCCS2018.2018.7029 | |
dc.relation.projectID | info:eu-repo/grantAgreement/BBSR/II 3-F20-12-1-054/ | |
dc.rights.accessRights | Abierto | es_ES |
dc.description.bibliographicCitation | Stroetmann, R.; Sieber, L. (2018). Toughness of old mild steels. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 659-666. https://doi.org/10.4995/ASCCS2018.2018.7029 | 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/7029 | es_ES |
dc.description.upvformatpinicio | 659 | es_ES |
dc.description.upvformatpfin | 666 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.relation.pasarela | OCS\7029 | es_ES |
dc.contributor.funder | Bundesinstitut für Bau-, Stadt- und Raumforschung, Alemania |