https://www.taylorfrancis.com/chapters/edit/10.1201/9780203882818-28/parametric-finite-element-study-branch-plate-circular-hollow-section-connections-voth-packer
Parametric finite element study of branch plate-to-circular hollow sec
The limit states design resistance of plate-to-hollow structural section connections subjected to branch plate axial load is generally relatively low, due to
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