dc.creator | Seitl, Stanislav | es |
dc.creator | Ríos Jiménez, José David | es |
dc.creator | Cifuentes-Bulté, Héctor | es |
dc.date.accessioned | 2021-07-21T10:44:51Z | |
dc.date.available | 2021-07-21T10:44:51Z | |
dc.date.issued | 2017-10-01 | |
dc.identifier.citation | Seitl, S., Ríos Jiménez, J.D. y Cifuentes-Bulté, H. (2017). Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens. Frattura ed Integrità Struttural, 11 (42), 56-65. https://doi.org/10.3221/IGF-ESIS.42.07. | |
dc.identifier.issn | 1971-8993 | es |
dc.identifier.uri | https://hdl.handle.net/11441/116335 | |
dc.description.abstract | The modified disk shaped compact tension test is a configuration
derived from standard compact tension test that is used for measuring fracture
mechanical properties of primarily metallic materials. The compact tension
configuration is commonly used for measurement fracture mechanical
properties as e.g. fracture toughness, Young’s modulus, work of fracture etc.
The modified compact tension tests imply significant modifications of the
specimen morphology in order to avoid premature failure. The modified
compact tension test is not proper for quasi-brittle materials due to its
complicated shape (steel-concrete interface), but it is easily extracted from drill
core and we do not need large amount of material for obtaining fracture
properties as we need for e.g. three- or four- point bend test. Since it is a new
test method, a wide range of tests is needed to be done before it can be
applied. In the paper the selected outputs of the experiments performed on
normal and high strength concrete will be processed and the values of fracture
mechanical parameters will be discussed. | es |
dc.description.sponsorship | Fundación de Ciencias Checa 16-18702S | es |
dc.description.sponsorship | Ministerio de Economía y Competitividad BIA2013-48352-P | es |
dc.description.sponsorship | Ministry of Education, Youth and Sports LM2015069 | es |
dc.format | application/pdf | es |
dc.format.extent | 10 p. | es |
dc.language.iso | eng | es |
dc.publisher | Gruppo Italiano Frattura | es |
dc.relation.ispartof | Frattura ed Integrità Struttural, 11 (42), 56-65. | |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internacional | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | Concrete | es |
dc.subject | Stress intensity factor | es |
dc.subject | T-stress | es |
dc.subject | Compact tension test | es |
dc.subject | Fracture behavior | es |
dc.subject | Fracture mechanics | es |
dc.subject | Constraint | es |
dc.title | Comparison of fracture toughness values of normal and high strength concrete determined by three point bend and modified disk-shaped compact tension specimens | es |
dc.type | info:eu-repo/semantics/article | es |
dcterms.identifier | https://ror.org/03yxnpp24 | |
dc.type.version | info:eu-repo/semantics/publishedVersion | es |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es |
dc.contributor.affiliation | Universidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras | es |
dc.relation.projectID | 16-18702S | es |
dc.relation.projectID | BIA2013-48352-P | es |
dc.relation.projectID | LM2015069 | es |
dc.relation.publisherversion | https://www.fracturae.com/index.php/fis/article/view/1927 | es |
dc.identifier.doi | 10.3221/IGF-ESIS.42.07 | |
dc.contributor.group | Universidad de Sevilla. TEP972: Mecánica de Materiales y Estructuras | es |
dc.journaltitle | Frattura ed Integrità Struttural | es |
dc.publication.volumen | 11 | es |
dc.publication.issue | 42 | es |
dc.publication.initialPage | 56 | es |
dc.publication.endPage | 65 | es |
dc.identifier.sisius | 21356561 | es |
dc.contributor.funder | Grant Agency of the Czech Republic (GACR) | es |
dc.contributor.funder | Ministerio de Economía y Competitividad (MINECO). España | es |
dc.contributor.funder | Ministry of Education, Youth and Sports (MEYS) | es |