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Frontiers of Structural and Civil Engineering >> 2016, Volume 10, Issue 3 doi: 10.1007/s11709-016-0333-2
A toughness based deformation limit for X- and K-joints under brace axial tension
Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore 117576, Singapore
Abstract
Keywords
circular hollow section (CHS) ; tubular joint ; fracture failure ; deformation limit ; J-integral
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