A geometrically defined stiffness contact for finite element models of wood joints
| Autor: | M. Basterrechea-Arévalo, José Manuel Cabrero, B. Iraola, Javier Gracia |
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| Rok vydání: | 2021 |
| Předmět: |
Test series
Stiffness contact Embedment business.industry 0211 other engineering and technologies Stiffness 020101 civil engineering 02 engineering and technology Structural engineering Dowel Wood Finite element method 0201 civil engineering Moment (mathematics) Joint 021105 building & construction medicine medicine.symptom Solid mechanics business Contact area Joint (geology) Civil and Structural Engineering Mathematics Finite element model |
| Zdroj: | Dadun. Depósito Académico Digital de la Universidad de Navarra Consejo Superior de Investigaciones Científicas (CSIC) Scopus RUO. Repositorio Institucional de la Universidad de Oviedo instname |
| Popis: | 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. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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