Out-of-plane shear strength of steel-concrete sandwich panels
2018
Steel-concrete-steel (SCS) sandwich panels consist of two steel plates connected with tie
bars filled with concrete; composite action is achieved using headed studs in the plates. This
form of composite construction has recently regained interest in the construction industry as it
allows modular construction and decongestion of reinforcement which is particularly useful in
large infrastructure such as tunnels, wind turbines and nuclear energy facilities. This paper
investigates the out-of-plane shear resistance of SCS panels without shear reinforcement. In
practice, the spacing between tie bars acting as shear reinforcement can be significant and the
shear resistance is governed in some cases by that of a member without shear reinforcement.
A qualitative comparison of the shear transfer actions is presented between SCS and
conventional reinforced concrete (RC) members without shear reinforcement. Existing design
formulae for shear in RC are applied to existing experimental data of SCS panels. This study
shows that the shear resistance models for RC give conservative predictions of strength of
SCS slender panels with low or medium levels of shear connection at the interface between
the concrete and the steel. This inbuilt conservatism is due to the bond-slip of the interface
resulting into a concentration of the flexural cracks towards mid-span which allows the
development of full arching action (shift of Kani’s valley). A strut-and-tie model is presented
for SCS which provides more accurate predictions of strength in such cases and also in other
cases such as short-span members (discontinuity region).
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