References of "Nellinger, Sebastian"
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See detailServiceability performance of steel–concrete composite beams
Lawson, R.Mark; Lam, Dennis; Eleftherios, Aggelopoulos et al

in Proceedings of the Institution of Civil Engineers : Structures and Buildings (2017), 170(2), 98--114

The use of steel–concrete composite beams in which wide-flanged steel beams act compositely with a concrete or steel–concrete composite slab above is well established in building construction. However ... [more ▼]

The use of steel–concrete composite beams in which wide-flanged steel beams act compositely with a concrete or steel–concrete composite slab above is well established in building construction. However, for composite beams with low degrees of shear connection between the beam and slab, significant additional deflections can occur due to slip in the shear connectors. A design formula is presented for the effective stiffness of composite beams taking account of the stiffness of the shear connectors, which is compared to measured deflections of six symmetric composite beams and an 11 m span composite beam of asymmetric profile. It is shown that... [less ▲]

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See detailPush out test of novel deep steel decking-failure modes and influence of transversal loading
Odenbreit, Christoph UL; Obiala, Renata; Nellinger, Sebastian et al

in Association for Steel-Concrete Composite Structures (2015, December 03)

This paper presents the results of push-out test specimens on shear connectors for composite beams, which are placed centrally in the ribs of novel formed deep steel decking. These deck shapes have not ... [more ▼]

This paper presents the results of push-out test specimens on shear connectors for composite beams, which are placed centrally in the ribs of novel formed deep steel decking. These deck shapes have not been well considered in the development and the calibration studies of EN 1994-1-1. The presented tests have been designed to investigate the additional failure modes and the corresponding load-slip behaviour, with special consideration of the newly occurring failure modes in the rib. In addition, the vertical loading of the slab has been considered in the push-out tests by a transverse load, acting with the help of a supplementary hydraulic jack. The differences between a concentric and eccentric transverse loading and a constant and variable transverse loading was investigated in the test series. [less ▲]

Detailed reference viewed: 17 (6 UL)