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Elastic and elastic-plastic behaviour of the shear connection is studied in detail.
The model also predicts the typical shear-thinning, non-Newtonian behaviour of the shear viscosity.
Shear connection tests were first performed on GFRP I-profiles, connected to concrete with stainless steel bolts, to evaluate the behaviour of the shear connection.
The tests were designed to investigate the realistic load–slip behaviour of the shear connectors and the influence of transverse loading.
An extensive parametric study was conducted to study the effect of the changes in stud diameter and concrete strength on the capacity and behaviour of the shear connection.
Two hot-wire probes are also used in a separate set of measurements to investigate the azimuthal behaviour of the shear layer oscillation.
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Non-Newtonian behaviour of the shear-thinning profile was observed for heavy crude oil.
The central element has the same length and moment of inertia as the link and simulates the elastic flexural behaviour of links (the shear stiffness of this element is fixed at infinity).
Conservative reliability indices are obtained when the joint behaviour of the soil shear strength follows a bivariate normal distribution.
It is found that the FE model can predict the behaviour of the composite shear walls with reasonable precision.
The rheological behaviour of the materials under shear was analysed using linear viscoelastic shear oscillations and creep experiments in order to probe the microstructure at different time scales.
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