Publicação
Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures
| Resumo: | The application of cold-formed steel structural members in steel construction, and in particular building construction, has a number of advantages that includes its high structural efficiency compared to the member weight. These sections are usually obtained by thin cold-formed sheets and have slender cross-sections. In recent years the increasing safety requirements reflected in the different design standards, boosted the behaviour of materials under extreme conditions, in particular in conditions of high temperatures such as those arising from fires. The design of cold-formed sections and their connection elements must be performed at room temperature and also in an accidental fire situation, for which the connection strength design value must be determined at elevated temperatures. This work presents a study of the behaviour of cold-formed thin steel sheeting screwed connections at room temperature and elevated temperatures. The shear and bearing failure modes are analysed experimentally by means of a parametric analysis, considering: (i) different elevated temperature values; (ii) cold-formed steel grades; (iii) board effect of the screw position; (iv) and different steel sheet thicknesses. The set of experimental results are used for calibration and verification of the numerical model developed by the finite element method in the software Ansys. The experimental tests presented allowed to determine the load resistance of self-drilling screwed connections of thin steel sheets and the influence of the sheet thickness, edge distance (e1) and the connection temperature. The results show that for the same connection, keeping the sheet thickness and edge distance e1, a change on the failure mode with the temperature increase occur. The finite element numerical model presented allow to study the behaviour of self-drilling screwed connections and determine the collapse load. The cases analysed give results close to the characteristic resistance of the screws manufacturer. |
|---|---|
| Autores principais: | Dias, Rui Paulo Silva |
| Outros Autores: | Parente, Armandino; Mesquita, L.M.R.; Piloto, P.A.G. |
| Assunto: | Screwed connections Cold-formed steel sheet Elevated temperatures Experimental tests Finite element modelling |
| Ano: | 2016 |
| País: | Portugal |
| Tipo de documento: | comunicação em conferência |
| Tipo de acesso: | acesso restrito |
| Instituição associada: | Instituto Politécnico de Bragança |
| Idioma: | inglês |
| Origem: | Biblioteca Digital do IPB |
| _version_ | 1867173269605449728 |
|---|---|
| author | Dias, Rui Paulo Silva |
| author2 | Parente, Armandino Mesquita, L.M.R. Piloto, P.A.G. |
| author2_role | author author author |
| author_facet | Dias, Rui Paulo Silva Parente, Armandino Mesquita, L.M.R. Piloto, P.A.G. |
| author_role | author |
| contributor_name_str_mv | Biblioteca Digital do IPB |
| country_str | PT |
| creators_json_txt | [{\"Person.name\":\"Dias, Rui Paulo Silva\"},{\"Person.name\":\"Parente, Armandino\"},{\"Person.name\":\"Mesquita, L.M.R.\",\"Person.identifier.orcid\":\"0000-0002-2385-4282\"},{\"Person.name\":\"Piloto, P.A.G.\",\"Person.identifier.orcid\":\"0000-0003-2834-0501\"}] |
| datacite.contributors.contributor.contributorName.fl_str_mv | Biblioteca Digital do IPB |
| datacite.creators.creator.creatorName.fl_str_mv | Dias, Rui Paulo Silva Parente, Armandino Mesquita, L.M.R. Piloto, P.A.G. |
| datacite.date.Accepted.fl_str_mv | 2016-01-01T00:00:00Z |
| datacite.date.available.fl_str_mv | 2017-01-31T10:37:35Z |
| datacite.date.embargoed.fl_str_mv | 2017-01-31T10:37:35Z |
| datacite.rights.fl_str_mv | http://purl.org/coar/access_right/c_16ec |
| datacite.subjects.subject.fl_str_mv | Screwed connections Cold-formed steel sheet Elevated temperatures Experimental tests Finite element modelling |
| datacite.titles.title.fl_str_mv | Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures |
| dc.contributor.none.fl_str_mv | Biblioteca Digital do IPB |
| dc.creator.none.fl_str_mv | Dias, Rui Paulo Silva Parente, Armandino Mesquita, L.M.R. Piloto, P.A.G. |
| dc.date.Accepted.fl_str_mv | 2016-01-01T00:00:00Z |
| dc.date.available.fl_str_mv | 2017-01-31T10:37:35Z |
| dc.date.embargoed.fl_str_mv | 2017-01-31T10:37:35Z |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | http://hdl.handle.net/10198/13941 |
| dc.language.none.fl_str_mv | eng |
| dc.publisher.none.fl_str_mv | Universidade de Trás-os-Montes e Alto Douro |
| 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_16ec |
| dc.subject.none.fl_str_mv | Screwed connections Cold-formed steel sheet Elevated temperatures Experimental tests Finite element modelling |
| dc.title.fl_str_mv | Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures |
| dc.type.none.fl_str_mv | http://purl.org/coar/resource_type/c_5794 |
| description | The application of cold-formed steel structural members in steel construction, and in particular building construction, has a number of advantages that includes its high structural efficiency compared to the member weight. These sections are usually obtained by thin cold-formed sheets and have slender cross-sections. In recent years the increasing safety requirements reflected in the different design standards, boosted the behaviour of materials under extreme conditions, in particular in conditions of high temperatures such as those arising from fires. The design of cold-formed sections and their connection elements must be performed at room temperature and also in an accidental fire situation, for which the connection strength design value must be determined at elevated temperatures. This work presents a study of the behaviour of cold-formed thin steel sheeting screwed connections at room temperature and elevated temperatures. The shear and bearing failure modes are analysed experimentally by means of a parametric analysis, considering: (i) different elevated temperature values; (ii) cold-formed steel grades; (iii) board effect of the screw position; (iv) and different steel sheet thicknesses. The set of experimental results are used for calibration and verification of the numerical model developed by the finite element method in the software Ansys. The experimental tests presented allowed to determine the load resistance of self-drilling screwed connections of thin steel sheets and the influence of the sheet thickness, edge distance (e1) and the connection temperature. The results show that for the same connection, keeping the sheet thickness and edge distance e1, a change on the failure mode with the temperature increase occur. The finite element numerical model presented allow to study the behaviour of self-drilling screwed connections and determine the collapse load. The cases analysed give results close to the characteristic resistance of the screws manufacturer. |
| dirty | 0 |
| eu_rights_str_mv | restrictedAccess |
| format | conferencePaper |
| fulltext.url.fl_str_mv | https://bibliotecadigital.ipb.pt/bitstreams/72e8627b-8bb0-4828-a0b7-1774d39c2fa5/download |
| id | ipb_91f66103b38a232bb31b2700a63a8964 |
| identifier.url.fl_str_mv | http://hdl.handle.net/10198/13941 |
| instacron_str | ipb |
| institution | Instituto Politécnico de Bragança |
| instname_str | Instituto Politécnico de Bragança |
| language | eng |
| network_acronym_str | ipb |
| network_name_str | Biblioteca Digital do IPB |
| oai_identifier_str | oai:bibliotecadigital.ipb.pt:10198/13941 |
| organization_str_mv | urn:organizationAcronym:ipb |
| person_str_mv | Dias, Rui Paulo Silva Parente, Armandino Mesquita, L.M.R. Mesquita, L.M.R. https://www.ciencia-id.pt/401E-2FEC-8303 401E-2FEC-8303 http://orcid.org/0000-0002-2385-4282 0000-0002-2385-4282 Piloto, P.A.G. Piloto, P.A.G. https://www.ciencia-id.pt/0519-449D-6F13 0519-449D-6F13 http://orcid.org/0000-0003-2834-0501 0000-0003-2834-0501 |
| publishDate | 2016 |
| publisher.none.fl_str_mv | Universidade de Trás-os-Montes e Alto Douro |
| reponame_str | Biblioteca Digital do IPB |
| repository_id_str | urn:repositoryAcronym:ipb |
| service_str_mv | urn:repositoryAcronym:ipb |
| spelling | engUniversidade de Trás-os-Montes e Alto Douropt_PTThe application of cold-formed steel structural members in steel construction, and in particular building construction, has a number of advantages that includes its high structural efficiency compared to the member weight. These sections are usually obtained by thin cold-formed sheets and have slender cross-sections. In recent years the increasing safety requirements reflected in the different design standards, boosted the behaviour of materials under extreme conditions, in particular in conditions of high temperatures such as those arising from fires. The design of cold-formed sections and their connection elements must be performed at room temperature and also in an accidental fire situation, for which the connection strength design value must be determined at elevated temperatures. This work presents a study of the behaviour of cold-formed thin steel sheeting screwed connections at room temperature and elevated temperatures. The shear and bearing failure modes are analysed experimentally by means of a parametric analysis, considering: (i) different elevated temperature values; (ii) cold-formed steel grades; (iii) board effect of the screw position; (iv) and different steel sheet thicknesses. The set of experimental results are used for calibration and verification of the numerical model developed by the finite element method in the software Ansys. The experimental tests presented allowed to determine the load resistance of self-drilling screwed connections of thin steel sheets and the influence of the sheet thickness, edge distance (e1) and the connection temperature. The results show that for the same connection, keeping the sheet thickness and edge distance e1, a change on the failure mode with the temperature increase occur. The finite element numerical model presented allow to study the behaviour of self-drilling screwed connections and determine the collapse load. The cases analysed give results close to the characteristic resistance of the screws manufacturer.application/pdfpt_PTBehaviour of cold-formed steel screwed connections at ambient and elevated temperaturesDias, Rui Paulo SilvaParente, ArmandinoPersonalMesquita, L.M.R.DSpacehttp://dspace.org/items/3d08baba-b032-42c4-8244-94672c4611a1DSpacehttp://dspace.org/items/3d08baba-b032-42c4-8244-94672c4611a1MesquitaLuís M.R.Ciência IDhttps://www.ciencia-id.pt401E-2FEC-8303ORCIDhttp://orcid.org0000-0002-2385-4282Researcher IDhttps://www.researcherid.comF-2269-2010Scopus Author IDhttps://www.scopus.com8585923500PersonalPiloto, P.A.G.DSpacehttp://dspace.org/items/baaee084-ab97-4c95-b636-24ab6bab0e3eDSpacehttp://dspace.org/items/baaee084-ab97-4c95-b636-24ab6bab0e3ePilotoPaulo A.G.Ciência IDhttps://www.ciencia-id.pt0519-449D-6F13ORCIDhttp://orcid.org0000-0003-2834-0501Researcher IDhttps://www.researcherid.comB-4866-2008Scopus Author IDhttps://www.scopus.com6506406159HostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.ptISSNIsPartOf978-989-20-6683-72017-01-31T10:37:35Z20162016-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/13941http://purl.org/coar/access_right/c_16ecrestricted accessScrewed connectionsCold-formed steel sheetElevated temperaturesExperimental testsFinite element modelling442964 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paper2016http://creativecommons.org/licenses/by/4.0/http://purl.org/coar/access_right/c_16ecapplication/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/72e8627b-8bb0-4828-a0b7-1774d39c2fa5/download7th International Conference on Safety And Durability of Structures - ICOSADOS 2016Vila Real |
| spellingShingle | Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures Dias, Rui Paulo Silva Screwed connections Cold-formed steel sheet Elevated temperatures Experimental tests Finite element modelling |
| status | SINGLETON |
| subject.fl_str_mv | Screwed connections Cold-formed steel sheet Elevated temperatures Experimental tests Finite element modelling |
| title | Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures |
| title_full | Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures |
| title_fullStr | Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures |
| title_full_unstemmed | Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures |
| title_short | Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures |
| title_sort | Behaviour of cold-formed steel screwed connections at ambient and elevated temperatures |
| topic | Screwed connections Cold-formed steel sheet Elevated temperatures Experimental tests Finite element modelling |
| topic_facet | Screwed connections Cold-formed steel sheet Elevated temperatures Experimental tests Finite element modelling |
| url | http://hdl.handle.net/10198/13941 |
| visible | 1 |