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The Everyday Hymn by Clare Carlile Small Pleasures Like opening a can, putting pressure down And pulling back the rounded metal tag, Forefinger slipped under, braced against the hiss Of hydrogen, the give of metal against the thumb And the kick as the seal passes out.
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Finite element (FE) modeling using SHELL181 element is also established and precisely describes the static behavior of the X-joints under brace tension with and without external stiffeners.
This paper presents an experimental and numerical investigation of the use of external stiffeners to reinforce circular hollow section (CHS) X-joints under brace axial tension.
Therefore, the geometrically parametric study was followed by the nonlinear regression analysis to develop an ultimate strength parametric formula for the static design of collar plate reinforced T/Y-joints under brace tension.
Different from previous studies on circular hollow section (CHS) T-joints under brace axial load at elevated temperature, the effect of the chord stress is also taken into consideration.
Results indicated that the ultimate strength of the collar plate reinforced T- and Y-joints under brace tension can be up to 200% and 180% to that of the strength of the corresponding unreinforced joint, respectively.
A consistent coefficient λ associated with the plastic load approach has been determined, and the corresponding joint strength for X-joint under brace axial loads is found to correlate closely with the results obtained using Lu's deformation limit.
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