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A platform for research: civil engineering, architecture and urbanism
Stress concentration factors for multi-planar DKT tubular truss joints under axially balanced loads
Abstract This paper presents a set of empirical equations to predict stress concentration factors (SCFs) in multiplanar right-angle DKT-joints. The SCFs were obtained from linear elastic finite element analyses, wherein the weld profiles were carefully modelled. The modelling techniques were first verified against previous experiments on steel and acrylic test specimens and were found to yield accurate predictions. Parametric studies encompassing a total of 54 DKT-joint models, including two different loading conditions, were performed. The SCFs from 8 locations around the perimeters of the middle and outer braces on the chord side were extracted from the models. The carry-over effect in the unloaded braces was carefully included in the investigation. The resulting SCF database was used to derive empirical parametric equations for the SCFs in DKT-joints using non-linear regression analysis.
Graphical abstract Display Omitted
Highlights Effect of chord boundary conditions on the SCFs distribution around joint periphery was investigated. A comprehensive analysis of the effect of the weld profile on the SCFs for T- and Y-joints was conducted. γ, τ and β effect on the magnitude of the SCFs in DKT-joint was investigated for DN and DK loading. Carry-over effects in unloaded braces was carefully included in the investigation. A set of empirical parametric equations was proposed to calculate the chord SCFs at 8 locations along the weld perimeter
Stress concentration factors for multi-planar DKT tubular truss joints under axially balanced loads
Abstract This paper presents a set of empirical equations to predict stress concentration factors (SCFs) in multiplanar right-angle DKT-joints. The SCFs were obtained from linear elastic finite element analyses, wherein the weld profiles were carefully modelled. The modelling techniques were first verified against previous experiments on steel and acrylic test specimens and were found to yield accurate predictions. Parametric studies encompassing a total of 54 DKT-joint models, including two different loading conditions, were performed. The SCFs from 8 locations around the perimeters of the middle and outer braces on the chord side were extracted from the models. The carry-over effect in the unloaded braces was carefully included in the investigation. The resulting SCF database was used to derive empirical parametric equations for the SCFs in DKT-joints using non-linear regression analysis.
Graphical abstract Display Omitted
Highlights Effect of chord boundary conditions on the SCFs distribution around joint periphery was investigated. A comprehensive analysis of the effect of the weld profile on the SCFs for T- and Y-joints was conducted. γ, τ and β effect on the magnitude of the SCFs in DKT-joint was investigated for DN and DK loading. Carry-over effects in unloaded braces was carefully included in the investigation. A set of empirical parametric equations was proposed to calculate the chord SCFs at 8 locations along the weld perimeter
Stress concentration factors for multi-planar DKT tubular truss joints under axially balanced loads
Rahmanli, Ulvi (author) / Becque, Jurgen (author)
2021-05-30
Article (Journal)
Electronic Resource
English
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