Means of connection
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In composite structures, the connection between steel and concrete must be resistant to shearing stress, so that a composite effect is achieved, resulting in composite action. At the beginning of composite construction, block dowels and loop anchors were used. Additional ancorage was always required to absorb the lifting-off forces.

The main drawback of these means of connection is the insufficient ductility, which can lead to a brittle failure in the composite joint. The production and welding-on of these parts is also very costly. The use of cold-forged shear connectors in the sixties led to the introduction composite construction on a large scale.

Figure 2: Obsolete means of connection (Block of anchor and loop anchors)

 

  Some important advantages of shear connectors in construction:
· cost-effective production in large quantities and many different sizes
· reliable and safe under static and dynamic stress
· Mechanical interlock of steel and concrete, lifting-off of concrete slabs is prevented
· high ductility, considerable increase in bearing capacity through plastic design
· anchorage of steel parts in concrete for various load directions, no cracking forces because of mechanical interlock
· individual design of reinforcement by pre-planned positioning of steel members in concrete
· firm weids produced by stud welding, with negligible steel deformation
· processing by trained operators, no highly qualified weiders required
· electronically controlled and monitored stud welding equipment ensures repeatability and verifiable
quality of the weld
· internationally recognized regulations create a high degree of safety