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They range from small, medium, and large in a single flange design, to small and large in a double flange configuration.
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Finite element modelling and analyses were done, for both the circular bolted flange configurations, during the seating condition.
A wide range of experimentally validated non-linear FE models are used to investigate the effects of different design parameters such as drilled flange hole locations, hole configurations, panel zone shear strength ratio and doubler plate thickness.
With the flange in good shape, you can now place new bolts into the flange.
This paper proposed a typical configuration of a bolted flange joint and investigated the response of vibration and dissipation of the joint under a series of impact loadings.
The results indicate that there is an optimum location and configuration for the drilled flange holes, which can reduce by up to 40% the maximum Equivalent Plastic Strain and Rupture Index of DF connections.
The study results indicated that the flange plate connection with a suggested modified configuration could be prequalified for use in the special moment frames.
A double flange bearing mechanism in side-by-side configuration isolates the servos from impacts and radial/axial overloads, increasing robustness.
In this paper three different alternative web configurations for joining web to flange in a roof-element are investigated.
It demonstrates the potential of re-using LSF wall frames following fire exposures and provides appropriate limits for fire exposure time and stud hot flange temperature for three commonly used LSF wall configurations.
Four full-scale prototypes were manufactured with different spacings of connections along the flanges in order to evaluate the effects of weld configuration on the load bearing capacity.
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