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A new analytical formulation for the stiffness and resistance of the additional plate in bending in beam‐to‐beam steel joints

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Lopez_Manuel_2021_A_new_analytica_formulation_for_the_stiffness.pdf (999.24 KB)

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URI: http://hdl.handle.net/2183/35471
DOI: https://doi.org/10.1016/j.engstruct.2020.111476

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2021-02

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Lopez M, Loureiro A, Gutierrez R, Reinosa JM. A new analytical formulation for the stiffness and resistance of the additional plate in bending in beam-to-beam steel joints. Engineering Structures 2021;228:111476. https://doi.org/10.1016/j.engstruct.2020.111476.

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Abstract

[Abstract] This paper focuses on the stiffness and resistance of the additional plate in bending. This is a component which appears in beam-to-beam bolted steel joints, when a secondary beam with a flush end plate is attached orthogonally to the primary beam by an additional plate welded between its flanges. In this work, six experimental tests have been carried out to calibrate a finite element model which has been used to develop a wide parametric study. Thus, a new formulation for stiffness and resistance based on an equivalent frame is proposed.

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Steel Joints Experimental Component method Finite element Beam-to-beam joint Equivalent frame

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https://doi.org/10.1016/j.engstruct.2020.111476

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Attribution-NonCommercial-NoDerivs 4.0 International https://creativecommons.org/licenses/by-nc-nd/4.0/

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Attribution-NonCommercial-NoDerivs 4.0 International https://creativecommons.org/licenses/by-nc-nd/4.0/

Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivs 4.0 International https://creativecommons.org/licenses/by-nc-nd/4.0/