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Experimental investigation of two-bolt connections for high strength steel members

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Experimental investigation of two-bolt connections for high strength steel members

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dc.contributor.author Wang, Yan-Bo es_ES
dc.contributor.author Lyu, Yi-Fan es_ES
dc.contributor.author Li, Guo-Qiang es_ES
dc.date.accessioned 2018-09-25T07:17:39Z
dc.date.available 2018-09-25T07:17:39Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/108074
dc.description.abstract [EN] This paper presents an experimental research on bearing-type bolted connections consisting of two bolts positioned perpendicular to the loading direction. A total of 24 connections in double shear fabricated from high strength steels with yield stresses of 677MPa and 825MPa are tested. Two failure modes as tearout failure and splitting failure are observed in experiments. The effect of end distance, edge distance, bolt spacing and steel grade on the failure mode and bearing behavior are discussed. For connection design with bolts positioned perpendicular to loading direction, it is further found that combination of edge distance and bolt spacing effectively determines the failure mode and ultimate load. The test results are compared with Eurocode3. An optimal combination of edge distance and bolt spacing as well as related design suggestion is thus recommended. es_ES
dc.description.sponsorship The authors would like to acknowledge the funding support by National Natural Science Foundation of China, Grant No. 51408428. es_ES
dc.format.extent 6 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 High strength steel es_ES
dc.subject Two-bolt connection es_ES
dc.subject Tearout failure es_ES
dc.subject Spliting failure es_ES
dc.title Experimental investigation of two-bolt connections for high strength steel members es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.7211
dc.relation.projectID info:eu-repo/grantAgreement/NSFC//51408428/ es_ES
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Wang, Y.; Lyu, Y.; Li, G. (2018). Experimental investigation of two-bolt connections for high strength steel members. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 595-600. https://doi.org/10.4995/ASCCS2018.2018.7211 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/7211 es_ES
dc.description.upvformatpinicio 595 es_ES
dc.description.upvformatpfin 600 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\7211 es_ES
dc.contributor.funder National Natural Science Foundation of China es_ES


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