Publication
Experimental studies on shear connection between steel and lightweight concrete using studs
| Summary: | This contribution describes Standard Push-Out Tests carried out at University of Minho (UM) and the Single Push-Out Tests performed at the Institute of Structural Concrete at RWTH Aachen University using high strength lightweight concrete (HSLWC). The test configuration follows the EC4 recommendations and repeats some dispositions referred by other authors. The experimental studies carried out at RWTH and UM include tests on studs with diameters of 19, 22 and 25 mm and also tests on studs of 19 mm diameter, which are grouped in pairs. The purpose of the experiments conducted is to determine the load-bearing capacity as well as the deformation capacity of commonly used headed shear stud when using high strength lightweight concrete. The results from these tests are compared to those from the tests performed with high strength normal weight concrete (NWC). |
|---|---|
| Main Authors: | Cruz, Paulo J. S. |
| Other Authors: | Valente, Isabel; Hegger, Josef; Rauscher, Sabine; Goralski, Claus |
| Subject: | Composite structures Shear connection Lightweight concrete Load-bearing capacity Slip |
| Year: | 2005 |
| Country: | Portugal |
| Document type: | conference paper |
| Access type: | open access |
| Associated institution: | Universidade do Minho |
| Language: | English |
| Origin: | RepositóriUM - Universidade do Minho |
| _version_ | 1877776530023645184 |
|---|---|
| author | Cruz, Paulo J. S. |
| author2 | Valente, Isabel Hegger, Josef Rauscher, Sabine Goralski, Claus |
| author2_role | author author author author |
| author_facet | Cruz, Paulo J. S. Valente, Isabel Hegger, Josef Rauscher, Sabine Goralski, Claus |
| author_role | author |
| contributor_name_str_mv | RepositóriUM - Universidade do Minho |
| country_str | PT |
| creators_json_txt | [{\"Person.name\":\"Cruz, Paulo J. S.\"},{\"Person.name\":\"Valente, Isabel\"},{\"Person.name\":\"Hegger, Josef\"},{\"Person.name\":\"Rauscher, Sabine\"},{\"Person.name\":\"Goralski, Claus\"}] |
| datacite.contributors.contributor.contributorName.fl_str_mv | RepositóriUM - Universidade do Minho |
| datacite.creators.creator.creatorName.fl_str_mv | Cruz, Paulo J. S. Valente, Isabel Hegger, Josef Rauscher, Sabine Goralski, Claus |
| datacite.date.Accepted.fl_str_mv | 2005-01-01T00:00:00Z |
| datacite.rights.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| datacite.subjects.subject.fl_str_mv | Composite structures Shear connection Lightweight concrete Load-bearing capacity Slip |
| datacite.titles.title.fl_str_mv | Experimental studies on shear connection between steel and lightweight concrete using studs |
| dc.contributor.none.fl_str_mv | RepositóriUM - Universidade do Minho |
| dc.creator.none.fl_str_mv | Cruz, Paulo J. S. Valente, Isabel Hegger, Josef Rauscher, Sabine Goralski, Claus |
| dc.date.Accepted.fl_str_mv | 2005-01-01T00:00:00Z |
| dc.format.none.fl_str_mv | application/pdf |
| dc.identifier.none.fl_str_mv | https://hdl.handle.net/1822/6864 |
| dc.language.none.fl_str_mv | eng |
| dc.rights.none.fl_str_mv | http://purl.org/coar/access_right/c_abf2 |
| dc.subject.none.fl_str_mv | Composite structures Shear connection Lightweight concrete Load-bearing capacity Slip |
| dc.title.fl_str_mv | Experimental studies on shear connection between steel and lightweight concrete using studs |
| dc.type.none.fl_str_mv | http://purl.org/coar/resource_type/c_5794 |
| description | This contribution describes Standard Push-Out Tests carried out at University of Minho (UM) and the Single Push-Out Tests performed at the Institute of Structural Concrete at RWTH Aachen University using high strength lightweight concrete (HSLWC). The test configuration follows the EC4 recommendations and repeats some dispositions referred by other authors. The experimental studies carried out at RWTH and UM include tests on studs with diameters of 19, 22 and 25 mm and also tests on studs of 19 mm diameter, which are grouped in pairs. The purpose of the experiments conducted is to determine the load-bearing capacity as well as the deformation capacity of commonly used headed shear stud when using high strength lightweight concrete. The results from these tests are compared to those from the tests performed with high strength normal weight concrete (NWC). |
| dirty | 0 |
| eu_rights_str_mv | openAccess |
| format | conferencePaper |
| id | rum_2f4ae0a1ffb8e9df788bf38e8ccfb1e6 |
| identifier.url.fl_str_mv | https://hdl.handle.net/1822/6864 |
| inst_facet_str | urn:organizationAcronym:repositorium{{{_:::_}}}Universidade do Minho |
| instacron_str | repositorium |
| institution | Universidade do Minho |
| instname_str | Universidade do Minho |
| language | eng |
| network_acronym_str | rum |
| network_name_str | RepositóriUM - Universidade do Minho |
| oai_identifier_str | oai:repositorium.uminho.pt:1822/6864 |
| organization_str_mv | urn:organizationAcronym:repositorium |
| person_str_mv | Cruz, Paulo J. S. Valente, Isabel Hegger, Josef Rauscher, Sabine Goralski, Claus |
| publishDate | 2005 |
| repo_facet_str | urn:repositoryAcronym:rum{{{_:::_}}}RepositóriUM - Universidade do Minho |
| reponame_str | RepositóriUM - Universidade do Minho |
| repository_id_str | urn:repositoryAcronym:rum |
| service_str_mv | urn:repositoryAcronym:rum |
| spelling | engengThis contribution describes Standard Push-Out Tests carried out at University of Minho (UM) and the Single Push-Out Tests performed at the Institute of Structural Concrete at RWTH Aachen University using high strength lightweight concrete (HSLWC). The test configuration follows the EC4 recommendations and repeats some dispositions referred by other authors. The experimental studies carried out at RWTH and UM include tests on studs with diameters of 19, 22 and 25 mm and also tests on studs of 19 mm diameter, which are grouped in pairs. The purpose of the experiments conducted is to determine the load-bearing capacity as well as the deformation capacity of commonly used headed shear stud when using high strength lightweight concrete. The results from these tests are compared to those from the tests performed with high strength normal weight concrete (NWC).application/pdfengExperimental studies on shear connection between steel and lightweight concrete using studsCruz, Paulo J. S.Valente, IsabelHegger, JosefRauscher, SabineGoralski, ClausHostingInstitutionOrganizationalRepositóriUM - Universidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptCITATIONHOFFMEISTER, B., ed. lit. – “Eurosteel 2005 : proceedings of the European Conference on Steel and Composite Structures, 4, Maastricht, Holanda, 2005.” [S.l.] : Mainz, 2005, vol. B. ISBN 978-3-86130-812-6. p. 4.7-95 - 4.7-102.20052005-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/6864http://purl.org/coar/access_right/c_abf2open accessComposite structuresShear connectionLightweight concreteLoad-bearing capacitySlip703345 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_abf2application/pdfhttps://repositorium.uminho.pt/bitstreams/75cef21c-e804-4fb2-88b8-06704816cc6a/download |
| spellingShingle | Experimental studies on shear connection between steel and lightweight concrete using studs Cruz, Paulo J. S. Composite structures Shear connection Lightweight concrete Load-bearing capacity Slip |
| status | SINGLETON |
| subject.fl_str_mv | Composite structures Shear connection Lightweight concrete Load-bearing capacity Slip |
| title | Experimental studies on shear connection between steel and lightweight concrete using studs |
| title_full | Experimental studies on shear connection between steel and lightweight concrete using studs |
| title_fullStr | Experimental studies on shear connection between steel and lightweight concrete using studs |
| title_full_unstemmed | Experimental studies on shear connection between steel and lightweight concrete using studs |
| title_short | Experimental studies on shear connection between steel and lightweight concrete using studs |
| title_sort | Experimental studies on shear connection between steel and lightweight concrete using studs |
| topic | Composite structures Shear connection Lightweight concrete Load-bearing capacity Slip |
| topic_facet | Composite structures Shear connection Lightweight concrete Load-bearing capacity Slip |
| url | https://hdl.handle.net/1822/6864 |
| visible | 1 |
Funded activities
No funded projects found.