2020
DOI: 10.1016/j.engstruct.2020.110356
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Characterization of moment resisting I-beam to circular hollow section column connections resorting to passing-through plates

Abstract: Open-to-Circular Hollow Section (CHS) connections are highly encouraged nowadays in modern multistoried structures due to the extensive resistance provided by the CHS columns against high compression, tension as well as flexure in all directions, combined with their exceptional aesthetics. However, using more and more gusset plates or stiffeners to strengthen a conventional open-to-CHS connection causes economic disadvantage due to excessive welding quantities and substantial CHS chord yielding further limits … Show more

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Cited by 15 publications
(16 citation statements)
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“…Relevant geometrical specifications regarding the different components are provided in Table 1. Material properties for the numerical models were adopted according to the stress-strain relationship obtained from the experimental coupon tests [11]. A good agreement was found between the experimental and numerical results in terms of initial stiffness and ultimate resistance of the LASTEICON joints as shown by the force displacement curves plotted in Fig.…”
Section: Modelling Approach and Experimental Calibrationmentioning
confidence: 87%
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“…Relevant geometrical specifications regarding the different components are provided in Table 1. Material properties for the numerical models were adopted according to the stress-strain relationship obtained from the experimental coupon tests [11]. A good agreement was found between the experimental and numerical results in terms of initial stiffness and ultimate resistance of the LASTEICON joints as shown by the force displacement curves plotted in Fig.…”
Section: Modelling Approach and Experimental Calibrationmentioning
confidence: 87%
“…Under both load cases C3 provided a greater resistance than C4 with approximately same amount of steel and avoided complicated analytical calculations which might further support their preference from a designer's perspective. However, the C4 connection offered economic advantage as well as easy accommodation to design a four-way "passing-through" joint where a through beam is inserted through the CHS column in one direction and the plates can take care of the other [11].…”
Section: Discussion Based On Numerical Parametric Studiesmentioning
confidence: 99%
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