Experimental and numerical study of angle connections assembled with European profiles

  1. J. M. Reinosa 1
  2. A. Loureiro 1
  3. R. Gutiérrez 1
  4. M. López 1
  1. 1 University of A coruña, España
Revista:
Informes de la construcción

ISSN: 0020-0883

Ano de publicación: 2014

Título do exemplar: Mechanical models in structural engineering

Volume: 66

Número: 1

Tipo: Artigo

DOI: 10.3989/IC.13.096 DIALNET GOOGLE SCHOLAR lock_openAcceso aberto editor

Outras publicacións en: Informes de la construcción

Obxectivos de Desenvolvemento Sustentable

Resumo

In this paper, four specimens with different thickness of top and seat angle with double web angle connections are experimentally tested and numerically modeled. The model has been solved by means of Abaqus® finite element package. Moment rotation curves obtained from the experiments are compared with those obtained from FE models and good agreement is observed. These results validate this numerical modeling in order to use it in future studies on angle connections.

Referencias bibliográficas

  • (1) Loureiro, A., Gutiérrez, R., Reinosa, J.M., Moreno, A. (2010). Axial stiffness prediction of non-preloaded T-stubs: An analytical frame approach. Journal of Constructional Steel Research, 66(12): 1516-1522.
  • (2) Loureiro, A., Reinosa, J.M., Gutiérrez, R., Moreno, A. (2011). New proposals on the calculation of the flexural resistance in angle connections. Journal of Constructional Steel Research, 67(4): 613-622.
  • (3) Tendero, R., García-de Viedma, M. (2011). Edificación para un desarrollo sostenible: una actividad modal. Informes de la Construcción, 63(521): 75-87.
  • (4) Abaqus 6.10 Analysis User’s Manual. (2010). http://abaqusdoc.ucalgary.ca/books/usb/default.htm.
  • (5) Reinosa, J.M., Loureiro, A., Gutiérrez, R., Moreno, A. (2008). Nonlinear elastic-plastic 3d finite element modelling of Top and Seat Angle Connections with Double Web Angle. En Eurosteel 2008: 5th European Conference on Steel and Composite Structures (Volume A, pp. 501-506). Graz, Austria.
  • (6) Citipitioglu, A. M., Haj-Ali, R. M., White, D.W. (2002). Refined 3D Finite Element Modelling of Partially-Restrained Connections Including Slip. Journal of Constructional Steel Research, 58(5-8): 995-1013 http://dx.doi.org/10.1016/S0143-974X(01)00087-6
Fonte de datos: Dialnet