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The experimental results indicated the blind bolted extended end plate connections with circular or square CFST columns exhibited large hysteretic loops, good ductility, and excellent energy dissipation capacity.
An analytical method is presented that can be used to determine the behavior of a particular steel beam-to-column extended end plate connection, in both linear and non-linear regions.
The failure modes, hysteretic performance, strength and stiffness degradation, rigidity classification, and energy dissipation of the blind bolted extended end plate connections to CFST columns were estimated in detail to investigate the seismic behaviour.
The joint types including web cleat, top and seat angle, top and seat with web angle (TSWA) (8 mm angle), fin plate, flush end plate, extended end plate and TSWA(12 mm angle) are studied under the central-column-removal scenario.
This paper presents the numerical results of 6 beam column joint tests using six types of connections: web cleat, fin plate, top and seat with web angles (TSWA) (8 mm thick angle), flush end plate, extended end plate, and TSWA (12 mm thick angle).
Through a bending test on simply supported beam with an extended end, the strain and stress distribution of FRP plate in the negative moment zone were studied.
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Eight full-scale tests were conducted including seven extended end-plate connections with SMA bolts and one conventional extended end-plate connection with normal high strength bolts.
That is when McMahon formed a new league called the XFL to restore the smash-mouth panache of the past and inject more attitude, harder hitting, extended end-zone celebrations, pyrotechnics and sexier cheerleaders into his idealized version of football entertainment.
The sound is unmistakable -- a lot of major and minor seventh chords followed up with that familiar extended ending.
This paper reports on an experimental study of the extended end-plate connections.
The results show that the solution of simple thermal break is efficient mainly for connections with extended end-plates.
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