COMPFIRE CCFT-FP_550_55_ September 2010 Fin Plate Connection to Circular Concrete-Filled Tube Test Result
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1 Reaction Frame Macalloy Bars Camera 3 Support Beam α Oven Bar Camera 2 Link Bar Camera 1 Tested Connection Jack Bar Electrical Furnace Reaction Frame Load Jack v2_5 April
2 Oven Bar Link Bar View of Camera 1 Jack Bar *Camera 3 was not necessary in this test. View of Camera 2 v2_5 April
3 A Notes: 1. All steel members were Grade S275, except that the tubular section was Grade S Cube strength of concrete on the day of testing was 42MPa 3. Difference between the actual dimension of the UC and UB sections and their standard dimension given in Steel Building Design: Design Data, In accordance with Eurocodes and the UK National Annexes 2009 (SCI Blue Book ) is negligible 4. Hexagon head screw ISO 4017-M20x90-8.8, hexagon nut ISO4032-M20-10 and washer ISO HV were used 5. All bolt holes were 22mm diameter v2_5 April
4 Nominal Temperature: 550 C Jack Load Beam Column Connection Oven Bar Time Temperature* Displacement Angle Rotation Rotation Rotation Force Tension Shear Moment** (minute) Average ( C) (mm) α ( ) ( ) ( ) ( ) (kn) (kn) (kn) (knm) v2_5 April
5 v2_5 April
6 v2_5 April
7 v2_5 April
8 * Average temperature of the beam web, fin plate and bolt ** Moment about Point A on the specimen drawing v2_5 April
9 Temperature Distribution during Initial Heating-up Temperature ( C) (4-6) on fin plate in bolt (2,3) (1) Time (minute) v2_5 April
10 Temperature Distribution during Loading Temperature ( C) on fin plate 200 (4-6) in bolt (2,3) (1) Time (minute) v2_5 April
11 Force (kn) Connection Rotation ( ) Rotation ( ) Beam Rotation Column Rotation Connection Rotation Time (minute) Forces (kn) Oven Bar Force Tension 60 Shear Time (minute) v2_5 April
12 Photographs after Test v2_5 April
13 v2_5 April
14 v2_5 April
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