Theoretical and Experimental Study on the Bond–Slip Relationship in Prestressed CFST Beams
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DOI: 10.1007/s40999-018-0344-6
Abstract: Concrete-filled steel tube (CFST) beams are widely used in civil engineering, especially for bridges and tall buildings, because of their strength, stiffness and durability. Good bonding at their interface is essential for ensuring that steel… read more here.
Keywords: slip; experimental study; theoretical experimental; prestressed cfst ... See more keywords