Design finite element model of a bolted T-stub connection component
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František Wald | Jaromír Kabeláč | Lukáš Gödrich | Marta Kuříková | F. Wald | J. Kabeláč | M. Kuříková | L. Gödrich
[1] J. M. Reinosa,et al. Analytical frame approach for the axial stiffness prediction of preloaded T-stubs , 2013 .
[2] C. R. Young,et al. THE RELATIVE RIGIDITY OF WELDED AND RIVETED CONNECTIONS , 1934 .
[3] Ioannis Vayas,et al. On the rotation capacity of moment connections , 2004 .
[4] Vincenzo Piluso,et al. Ultimate Behavior of Bolted T-Stubs I: Theoretical Model , 2001 .
[5] Jean-Pierre Jaspart,et al. Etude de la semi-rigidité des noeuds poutre-colonne et son influence sur la résistance et la stabilité des ossatures en acier , 1991 .
[6] J. M. Reinosa,et al. Axial stiffness prediction of non-preloaded T-stubs: An analytical frame approach , 2010 .
[7] Chanakya Arya,et al. Eurocode 3: Design of steel structures , 2018, Design of Structural Elements.
[8] Thomas M. Murray,et al. Finite element modeling of large capacity stiffened steel tee-hanger connections , 1989 .
[9] Edward L. Wilson,et al. A robust quadrilateral membrane finite element with drilling degrees of freedom , 1990 .
[10] Norbert Gebbeken,et al. On the numerical analysis of endplate connections , 1994 .
[11] K. Bathe,et al. A continuum mechanics based four‐node shell element for general non‐linear analysis , 1984 .
[12] Walid Tizani,et al. Strength and initial stiffness of a blind-bolt connection based on the T-stub model , 2010 .
[13] Henning Agerskov. HIGH-STRENGTH BOLTED CONNECTIONS SUBJECT TO PRYING , 1976 .
[14] Roberto T. Leon,et al. Parametric analysis of steel bolted end plate connections using finite element modeling , 2005 .
[15] Jean-Pierre Jaspart,et al. Basic issues in the finite element simulation of extended end plate connections , 1998 .
[16] William McGuire,et al. High Strength Bolted Moment Connections , 1965 .
[17] P. Zoetemeijer,et al. A Design Method for the Tension Side of Statically Loaded, Bolted Beam-to-Column Connections , 1974 .