Tensile Capacity of Concrete-filled Square Tubular Columns Connection with External Stiffening Ring
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DOI: 10.1007/s12205-019-1736-0
Abstract: A static tensile experiment was carried out to investigate the flexural bearing capacity of external stiffening ring joints between concrete-filled square steel tubular column and steel beam. All of four specimens showed similar failure modes… read more here.
Keywords: concrete filled; filled square; capacity; stiffening ring ... See more keywords