A geometrically defined stiffness contact for finite element models of wood joints
Finite element models tend to overestimate the actual elastic response of structural timber connections. The paper shows how such overprediction relates to the modelling of the contact between fasteners and timber. The use of a control parameter called stiffness contact is proposed. After an experim...
| Autores: | , , , |
|---|---|
| Tipo de recurso: | artículo |
| Fecha de publicación: | 2021 |
| País: | España |
| Institución: | Universidad de Navarra |
| Repositorio: | Dadun. Depósito Académico Digital de la Universidad de Navarra |
| Idioma: | inglés |
| OAI Identifier: | oai:dadun.unav.edu:10171/63424 |
| Acceso en línea: | https://hdl.handle.net/10171/63424 |
| Access Level: | acceso abierto |
| Palabra clave: | Stiffness contact Wood Joint Solid mechanics Finite element model |
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oai:dadun.unav.edu:10171/63424 |
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España |
| spelling |
A geometrically defined stiffness contact for finite element models of wood joints Iraola-Sáenz, B.I. (Borja Iñaki)|||/items/5cea6ce3-9437-4fc9-879b-3209a8fbbf6c Cabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560 Basterrechea-Arévalo, M.A. (Mar Ainhoa)|||/items/9b39582d-bf8d-4edd-9848-e0b767ec5d5b Gracia-Rodríguez, J. (Javier)|||/items/c80e0616-70e4-456c-84c9-55aeafe55ce1 Stiffness contact Wood Joint Solid mechanics Finite element model Finite element models tend to overestimate the actual elastic response of structural timber connections. The paper shows how such overprediction relates to the modelling of the contact between fasteners and timber. The use of a control parameter called stiffness contact is proposed. After an experimental campaign, a method to determine it, based only on the geometry of a rectangular contact area, is proposed. The modeling adequacy is demonstrated by applying it to dowel embedment and moment resistant wood joint tests. The obtained results show good agreement with the experimental test series. Elsevier https://hdl.handle.net/10171/63424 |
| title |
A geometrically defined stiffness contact for finite element models of wood joints |
| spellingShingle |
A geometrically defined stiffness contact for finite element models of wood joints Iraola-Sáenz, B.I. (Borja Iñaki)|||/items/5cea6ce3-9437-4fc9-879b-3209a8fbbf6c Stiffness contact Wood Joint Solid mechanics Finite element model |
| title_short |
A geometrically defined stiffness contact for finite element models of wood joints |
| title_full |
A geometrically defined stiffness contact for finite element models of wood joints |
| title_fullStr |
A geometrically defined stiffness contact for finite element models of wood joints |
| title_full_unstemmed |
A geometrically defined stiffness contact for finite element models of wood joints |
| title_sort |
A geometrically defined stiffness contact for finite element models of wood joints |
| author |
Iraola-Sáenz, B.I. (Borja Iñaki)|||/items/5cea6ce3-9437-4fc9-879b-3209a8fbbf6c |
| author_facet |
Iraola-Sáenz, B.I. (Borja Iñaki)|||/items/5cea6ce3-9437-4fc9-879b-3209a8fbbf6c Cabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560 Basterrechea-Arévalo, M.A. (Mar Ainhoa)|||/items/9b39582d-bf8d-4edd-9848-e0b767ec5d5b Gracia-Rodríguez, J. (Javier)|||/items/c80e0616-70e4-456c-84c9-55aeafe55ce1 |
| author_role |
author |
| author2 |
Cabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560 Basterrechea-Arévalo, M.A. (Mar Ainhoa)|||/items/9b39582d-bf8d-4edd-9848-e0b767ec5d5b Gracia-Rodríguez, J. (Javier)|||/items/c80e0616-70e4-456c-84c9-55aeafe55ce1 |
| author2_role |
author author author |
| topic |
Stiffness contact Wood Joint Solid mechanics Finite element model |
| topic_facet |
Stiffness contact Wood Joint Solid mechanics Finite element model |
| description |
Finite element models tend to overestimate the actual elastic response of structural timber connections. The paper shows how such overprediction relates to the modelling of the contact between fasteners and timber. The use of a control parameter called stiffness contact is proposed. After an experimental campaign, a method to determine it, based only on the geometry of a rectangular contact area, is proposed. The modeling adequacy is demonstrated by applying it to dowel embedment and moment resistant wood joint tests. The obtained results show good agreement with the experimental test series. |
| publishDate |
2021 |
| format |
article |
| url |
https://hdl.handle.net/10171/63424 |
| language |
eng |
| eu_rights_str_mv |
openAccess |
| publisher |
Elsevier |
| institution |
Universidad de Navarra |
| collection |
Dadun. Depósito Académico Digital de la Universidad de Navarra |
| reponame_str |
Dadun. Depósito Académico Digital de la Universidad de Navarra |
| instname_str |
Universidad de Navarra |
| _version_ |
1878434360892325888 |
| publishDateSort |
2021 |
| author_browse |
Basterrechea-Arévalo, M.A. (Mar Ainhoa)|||/items/9b39582d-bf8d-4edd-9848-e0b767ec5d5b Cabrero-Ballarín, J.M. (José Manuel)|||/items/1c84dab1-83ff-46f7-83dd-762059fde560 Gracia-Rodríguez, J. (Javier)|||/items/c80e0616-70e4-456c-84c9-55aeafe55ce1 Iraola-Sáenz, B.I. (Borja Iñaki)|||/items/5cea6ce3-9437-4fc9-879b-3209a8fbbf6c |
| publisherStr |
Elsevier |
| score |
6,9303427 |