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- W1719404551 abstract "This paper describes the behaviour and ,tatic strength of multiplanar connections between I-section beams and circular hollow section columns under various in-plane bending moments based on numerical simulations, which are experimentally verified. All test specimens in the work described here have the same geometrical dimensions. Of the three tests with different multiplanar inplane bending moments on the beams, one test has an additional steel floor-plate welded to the I-section beams. For all members and the plate a steel grade equivalent to FE 510D is used. The tests have been simulated by including both geometrical and material non-linearity in the finite element analyses. In these models the actual (averaged) dimensions, weld sizes and material properties of the test specimens are included. It is shown that the numerical models are in a reasonable agreement with the experimental results. With the calibrated model, additional load cases are analysed, to investigate the influence of various multiplanar loading conditions on the strength and the stiffness of the connections, irrespective of vHiations in the measurements of dimensions and material properties between specimens. The results of the analyser with nominal dimensions will also be considered in a parameter study, which will be carried out before design guidelines can be made." @default.
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- W1719404551 date "1993-01-01" @default.
- W1719404551 modified "2023-09-28" @default.
- W1719404551 title "The Behaviour And the Static Strength of Unstiffened I-Beam to Circular Column Connections Under Multiplanar In-Plane Bending Moments" @default.
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