Analytical stiffness of demountable joints with welded studs

  1. García, Ismael 2
  2. López-Colina, Carlos 1
  3. Serrano, Miguel Angel 1
  4. Vigón, Paula 1
  1. 1 Universidad de Oviedo
    info

    Universidad de Oviedo

    Oviedo, España

    ROR https://ror.org/006gksa02

  2. 2 Universidad de Valladolid
    info

    Universidad de Valladolid

    Valladolid, España

    ROR https://ror.org/01fvbaw18

Actas:
7th International Conference on Mechanical Models in Structural Engineering (CMMOST 2023)

Editorial: University of Malaga

ISBN: 978-84-19214-79-9

Año de publicación: 2023

Páginas: 26-29

Congreso: International Conference on Mechanical Models in Structural Engineering (7th. 2023. Málaga)

Tipo: Aportación congreso

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Resumen

Designing detachable joints between I-section beams and tubular section columns is not a straight-forward task. This arises from the fact that placing bolts inside the hollow section of the column can sometimes be challenging due to the inaccessibility of its interior. In response to this issue, the research community has put forth various types of connections, including bolted joints with welded studs. These are of particular interest due to their ease of execution on the construction site and their ability to be disassembled. This article presents an analytical model based on the components method to estimate the stiffness of beam to column joints and column to base plate joints with welded studs. These equations have been validated through a comparison with results obtained in full-scale experimental tests. The findings demonstrate that the stiffness can be estimated using the proposed equations with a reasonable level of accuracy.

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Información de financiación

Los autores agradecen la financiación recibida por parte de la Agencia Estatal de Investigación a través del proyecto BIA2017-83467-P y a través del contrato predoctoral PRE2018-084273, así como al CIDECT mediante el proyecto 5CF.

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