Research Article

Three-Point Bending Behaviour of a Fabricated Concrete Connection with Steel Plate Hoop and Bolts

Table 1

Details of specimens.

SpecimenCross-section of precast concrete column (mm × mm)Actual measured thickness of steel plate hoop (mm)Length of steel plate hoop (mm)BoltsStrength of concrete

RCB-00150 × 200C30
PRCB-01150 × 2006.84004d22HRB400C30
PRCB-02150 × 2006.85004d22HRB400C30
PRCB-03150 × 2006.8400C30
PRCB-04150 × 2006.8500C30
PRCB-05150 × 2003.8400C30
PRCB-06150 × 2003.8500C30