Bolted circular flange connections under static bending moment and axial force
| Autor: | Maël Couchaux, Mohammed Hjiaj, Ivor Ryan, Alain Bureau |
|---|---|
| Přispěvatelé: | Institut National des Sciences Appliquées - Rennes (INSA Rennes), Institut National des Sciences Appliquées (INSA)-Université de Rennes (UNIV-RENNES), Centre Technique Industriel de la Construction Métallique (CTICM), Ministère de l'Economie, des Finances et de l'Emploi |
| Jazyk: | angličtina |
| Rok vydání: | 2019 |
| Předmět: |
Timoshenko beam theory
Materials science Tension (physics) business.industry Metals and Alloys Stiffness 020101 civil engineering 02 engineering and technology Building and Construction Structural engineering Flange Compression (physics) 0201 civil engineering Moment (mathematics) [SPI]Engineering Sciences [physics] 020303 mechanical engineering & transports 0203 mechanical engineering Mechanics of Materials medicine Bending moment medicine.symptom Ductility business Civil and Structural Engineering |
| Zdroj: | Journal of Constructional Steel Research Journal of Constructional Steel Research, Elsevier, 2019, 157, pp.314-336. ⟨10.1016/j.jcsr.2018.12.024⟩ |
| ISSN: | 0143-974X |
| DOI: | 10.1016/j.jcsr.2018.12.024⟩ |
| Popis: | The available design rules to evaluate the force distributions in the tension and the compression parts of bolted circular flange connections under bending moment and axial are often based on the beam theory which is not adequate. The aim of this paper is to propose an analytical model for the calculation of the static resistance of bolted circular flange connections subjected to a combined bending moment and an axial force considering the influence of the joint ductility. An analytical model is also proposed to evaluate the stiffness of the tensile and the compressive parts of the connection and thus its initial rotational stiffness. The results obtained via the proposed analytial model are compared favourably against experimental tests and numerical simulations. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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