Publication
Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results
| Summary: | Testing shear-resisting plates in steel connections is one of the most challenging laboratory undertakings in steel construction, as the most common experimental layout design includes simulating the connection with its adjoining members. This significant hindrance gained particular magnitude as the need to test prototypes of topologically optimised shear cover plates became more pressing. Indeed, new code-compliant topology optimisation approaches for steel construction have recently been offered, and physically non-linear analyses have been demonstrated to be vital for assessing these elements. Hence, a rapid and reliable experimental process has become a fundamental necessity. To answer this need, a novel layout is herein proposed, in which topologically optimised and previously numerically examined bolted shear plates of a well-known steel joint were tested. The results allowed for the definition of the material trilinear model for use in subsequent numerical analysis, as well as the validation of the numerical simulation results. The discrepancy between the previously mathematically anticipated and empirically determined ultimate resistance did not exceed 1.7%. |
|---|---|
| Main Authors: | Ribeiro, Tiago |
| Other Authors: | Bernardo, Luís; Nepomuceno, Miguel; Maugeri, Natale Antonio; Longo, Paolo; Domenico, Dario De |
| Subject: | Topology optimisation Splice connection Shear Ultimate capacity Buckling Experimental results |
| Year: | 2023 |
| Country: | Portugal |
| Document type: | article |
| Access type: | open access |
| Associated institution: | Universidade da Beira Interior |
| Language: | English |
| Origin: | uBibliorum |
| _version_ | 1868420681526411264 |
|---|---|
| author | Ribeiro, Tiago |
| author2 | Bernardo, Luís Nepomuceno, Miguel Maugeri, Natale Antonio Longo, Paolo Domenico, Dario De |
| author2_role | author author author author author |
| author_facet | Ribeiro, Tiago Bernardo, Luís Nepomuceno, Miguel Maugeri, Natale Antonio Longo, Paolo Domenico, Dario De |
| author_role | author |
| contributor_name_str_mv | uBibliorum |
| country_str | PT |
| creators_json_txt | [{\"Person.name\":\"Ribeiro, Tiago\",\"Person.identifier.orcid\":\"0000-0002-5967-0864\"},{\"Person.name\":\"Bernardo, Luís\",\"Person.identifier.orcid\":\"0000-0003-0484-350X\"},{\"Person.name\":\"Nepomuceno, Miguel\",\"Person.identifier.orcid\":\"0000-0003-3865-490X\"},{\"Person.name\":\"Maugeri, Natale Antonio\"},{\"Person.name\":\"Longo, Paolo\",\"Person.identifier.orcid\":\"0000-0003-1214-5779\"},{\"Person.name\":\"Domenico, Dario De\",\"Person.identifier.orcid\":\"0000-0003-1279-9529\"}] |
| datacite.contributors.contributor.contributorName.fl_str_mv | uBibliorum |
| datacite.creators.creator.creatorName.fl_str_mv | Ribeiro, Tiago Bernardo, Luís Nepomuceno, Miguel Maugeri, Natale Antonio Longo, Paolo Domenico, Dario De |
| datacite.date.Accepted.fl_str_mv | 2023-11-08T00:00:00Z |
| datacite.date.available.fl_str_mv | 2023-11-09T09:55:32Z |
| datacite.date.embargoed.fl_str_mv | 2023-11-09T09:55:32Z |
| datacite.rights.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| datacite.subjects.subject.fl_str_mv | Topology optimisation Splice connection Shear Ultimate capacity Buckling Experimental results |
| datacite.titles.title.fl_str_mv | Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results |
| dc.contributor.none.fl_str_mv | uBibliorum |
| dc.creator.none.fl_str_mv | Ribeiro, Tiago Bernardo, Luís Nepomuceno, Miguel Maugeri, Natale Antonio Longo, Paolo Domenico, Dario De |
| dc.date.Accepted.fl_str_mv | 2023-11-08T00:00:00Z |
| dc.date.available.fl_str_mv | 2023-11-09T09:55:32Z |
| dc.date.embargoed.fl_str_mv | 2023-11-09T09:55:32Z |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | http://hdl.handle.net/10400.6/13581 |
| dc.language.none.fl_str_mv | eng |
| dc.publisher.none.fl_str_mv | MDPI AG, Basel, Switzerland |
| dc.rights.cclincense.fl_str_mv | http://creativecommons.org/licenses/by/4.0/ |
| dc.rights.none.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| dc.subject.none.fl_str_mv | Topology optimisation Splice connection Shear Ultimate capacity Buckling Experimental results |
| dc.title.fl_str_mv | Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results |
| dc.type.none.fl_str_mv | http://purl.org/coar/resource_type/c_6501 |
| description | Testing shear-resisting plates in steel connections is one of the most challenging laboratory undertakings in steel construction, as the most common experimental layout design includes simulating the connection with its adjoining members. This significant hindrance gained particular magnitude as the need to test prototypes of topologically optimised shear cover plates became more pressing. Indeed, new code-compliant topology optimisation approaches for steel construction have recently been offered, and physically non-linear analyses have been demonstrated to be vital for assessing these elements. Hence, a rapid and reliable experimental process has become a fundamental necessity. To answer this need, a novel layout is herein proposed, in which topologically optimised and previously numerically examined bolted shear plates of a well-known steel joint were tested. The results allowed for the definition of the material trilinear model for use in subsequent numerical analysis, as well as the validation of the numerical simulation results. The discrepancy between the previously mathematically anticipated and empirically determined ultimate resistance did not exceed 1.7%. |
| dirty | 0 |
| eu_rights_str_mv | openAccess |
| format | article |
| fulltext.url.fl_str_mv | https://ubibliorum.ubi.pt/bitstreams/ddc6af9a-f0e2-472a-a6ee-e5ca6f5df11c/download |
| funding.funder.alternateName_str_mv | FCT |
| funding.funder.identifier_str_mv | http://doi.org/10.13039/501100001871 |
| funding.funder.name_str_mv | Fundação para a Ciência e a Tecnologia |
| funding.identifier_str_mv | UIDB/04082/2020 |
| funding.name_str_mv | 6817 - DCRRNI ID |
| funding_str_mv | UIDB/04082/2020 info:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UIDB%2F04082%2F2020/PT |
| id | ubibliorum_4400f2879da11e5ace58e5a9b46ee4ba |
| identifier.url.fl_str_mv | http://hdl.handle.net/10400.6/13581 |
| instacron_str | ubi |
| institution | Universidade da Beira Interior |
| instname_str | Universidade da Beira Interior |
| language | eng |
| network_acronym_str | ubibliorum |
| network_name_str | uBibliorum |
| oai_identifier_str | oai:ubibliorum.ubi.pt:10400.6/13581 |
| organization_str_mv | urn:organizationAcronym:ubi |
| person_str_mv | Ribeiro, Tiago Ribeiro, Tiago https://www.ciencia-id.pt/C311-84FB-B92C C311-84FB-B92C http://orcid.org/0000-0002-5967-0864 0000-0002-5967-0864 Bernardo, Luís Bernardo, Luís https://www.ciencia-id.pt/031F-9022-653B 031F-9022-653B http://orcid.org/0000-0003-0484-350X 0000-0003-0484-350X Nepomuceno, Miguel Nepomuceno, Miguel https://www.ciencia-id.pt/F710-57AF-521F F710-57AF-521F http://orcid.org/0000-0003-3865-490X 0000-0003-3865-490X Maugeri, Natale Antonio Longo, Paolo Longo, Paolo http://orcid.org/0000-0003-1214-5779 0000-0003-1214-5779 Domenico, Dario De Domenico, Dario De http://orcid.org/0000-0003-1279-9529 0000-0003-1279-9529 |
| publishDate | 2023 |
| publisher.none.fl_str_mv | MDPI AG, Basel, Switzerland |
| reponame_str | uBibliorum |
| repository_id_str | urn:repositoryAcronym:ubibliorum |
| service_str_mv | urn:repositoryAcronym:ubibliorum |
| spelling | engMDPI AG, Basel, Switzerlandpt_PTTesting shear-resisting plates in steel connections is one of the most challenging laboratory undertakings in steel construction, as the most common experimental layout design includes simulating the connection with its adjoining members. This significant hindrance gained particular magnitude as the need to test prototypes of topologically optimised shear cover plates became more pressing. Indeed, new code-compliant topology optimisation approaches for steel construction have recently been offered, and physically non-linear analyses have been demonstrated to be vital for assessing these elements. Hence, a rapid and reliable experimental process has become a fundamental necessity. To answer this need, a novel layout is herein proposed, in which topologically optimised and previously numerically examined bolted shear plates of a well-known steel joint were tested. The results allowed for the definition of the material trilinear model for use in subsequent numerical analysis, as well as the validation of the numerical simulation results. The discrepancy between the previously mathematically anticipated and empirically determined ultimate resistance did not exceed 1.7%.application/pdfpt_PTShear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and ResultsPersonalRibeiro, TiagoDSpacehttp://dspace.org/items/78ea4e5a-d0fd-46bf-a627-97360b980c28DSpacehttp://dspace.org/items/78ea4e5a-d0fd-46bf-a627-97360b980c28RibeiroTiago PintoCiência IDhttps://www.ciencia-id.ptC311-84FB-B92CORCIDhttp://orcid.org0000-0002-5967-0864PersonalBernardo, LuísDSpacehttp://dspace.org/items/c4e886be-b010-4e16-8bec-de3d9ff793e1DSpacehttp://dspace.org/items/c4e886be-b010-4e16-8bec-de3d9ff793e1BernardoLuísCiência IDhttps://www.ciencia-id.pt031F-9022-653BORCIDhttp://orcid.org0000-0003-0484-350XResearcher IDhttps://www.researcherid.comO-3212-2013Scopus Author IDhttps://www.scopus.com8070435300PersonalNepomuceno, MiguelDSpacehttp://dspace.org/items/d93f6f35-204d-4bd1-a38a-5ec3c39a31e3DSpacehttp://dspace.org/items/d93f6f35-204d-4bd1-a38a-5ec3c39a31e3NepomucenoMiguel Costa SantosCiência IDhttps://www.ciencia-id.ptF710-57AF-521FORCIDhttp://orcid.org0000-0003-3865-490XScopus Author IDhttps://www.scopus.comhttp://www.scopus.com/authid/detail.url?authorId=36246411800Maugeri, Natale AntonioPersonalLongo, PaoloDSpacehttp://dspace.org/items/26a5a27a-d3d4-4d3a-b713-22df6f5fec6cDSpacehttp://dspace.org/items/26a5a27a-d3d4-4d3a-b713-22df6f5fec6cLONGOPAOLOORCIDhttp://orcid.org0000-0003-1214-5779Scopus Author IDhttps://www.scopus.com57197961435PersonalDomenico, Dario DeDSpacehttp://dspace.org/items/af3aa7f0-ba89-445e-9bda-340889f6467eDSpacehttp://dspace.org/items/af3aa7f0-ba89-445e-9bda-340889f6467eDe DomenicoDarioORCIDhttp://orcid.org0000-0003-1279-9529Scopus Author IDhttps://www.scopus.com54415516300HostingInstitutionOrganizationaluBibliorume-mailmailto:noreplyuBibliorum@ubi.ptnoreplyuBibliorum@ubi.ptISSNIsPartOf1996-1944DOIIsPartOfhttps://doi.org/10.3390/ma162270772023-11-09T09:55:32Z2023-11-082023-11-08T00:00:00ZHandlehttp://hdl.handle.net/10400.6/13581http://purl.org/coar/access_right/c_abf2open accessTopology optimisationSplice connectionShearUltimate capacityBucklingExperimental results5996913 bytesFundação para a Ciência e a TecnologiaC-MADE - Centre of Materials and Building Technologies [UIDB/04082/2020]info:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UIDB%2F04082%2F2020/PTUIDB/04082/20206817 - DCRRNI IDCrossref Funder IDhttp://doi.org/10.13039/501100001871literaturehttp://purl.org/coar/resource_type/c_6501journal article2023-11-08http://creativecommons.org/licenses/by/4.0/http://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://ubibliorum.ubi.pt/bitstreams/ddc6af9a-f0e2-472a-a6ee-e5ca6f5df11c/downloadMaterials1622 |
| spellingShingle | Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results Ribeiro, Tiago Topology optimisation Splice connection Shear Ultimate capacity Buckling Experimental results |
| status | SINGLETON |
| subject.fl_str_mv | Topology optimisation Splice connection Shear Ultimate capacity Buckling Experimental results |
| title | Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results |
| title_full | Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results |
| title_fullStr | Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results |
| title_full_unstemmed | Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results |
| title_short | Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results |
| title_sort | Shear Testing of Topologically Optimised Web Cover Plates in Splice Connections – Experiment Design and Results |
| topic | Topology optimisation Splice connection Shear Ultimate capacity Buckling Experimental results |
| topic_facet | Topology optimisation Splice connection Shear Ultimate capacity Buckling Experimental results |
| url | http://hdl.handle.net/10400.6/13581 |
| visible | 1 |