Buckling Behavior of Non-Retrofitted and FRP-Retrofitted Steel CHS T-Joints
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DOI: 10.3390/app11073098
Abstract: This paper aims to investigate the buckling behavior of circular hollow section (CHS) T-joints in retrofitted and non-retrofitted states under axial brace compressive loading. For this purpose, two types of analysis are carried out. The… read more here.
Keywords: non retrofitted; frp; buckling behavior; chs joints ... See more keywords