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In this manner, the fatigue behaviour of the bond between steel and concrete was not taken into consideration.
Therefore, the behaviour of the bond between the concrete substrate and NSM CFRP strips must be understood.
There exists a correlation between the long time auto-correlated behaviour of the bond rotations and the potential stability of the respective regions.
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Parametric studies were then undertaken to investigate the structural behaviour of the bonded sleeve connections considering the effects of major design parameters such as endplate thickness, bonding length, number of bolts, etc.
The mechanical behaviour of the bonded joint is investigated in particular from a theoretical point of view and from the determination of deformation field obtained by Digital Image Correlation (DIC).
This paper reports the results of an experimental investigation into the static and fatigue behaviour of the interfacial bond between carbon fibre reinforced polymer (CFRP) composite and the concrete substrate.
In order to understand and develop methods to predict such debonding failures, the bond behaviour between concrete and FRP has been widely studied using simple shear tests on FRP plate/sheet-to-concrete bonded joints and a great deal of research is now available on the behaviour of these bonded joints.
However, to the best knowledge of the authors, there are no studies covering the bond behaviour of the stainless steel bonded to concrete and therefore, the present work aims to present an experimental study in which the bonded interface between the stainless steel and the concrete is tested with different bond lengths.
First, the behaviour of the adhesive bonds is studied in dynamic conditions, i.e. when the separation between the adhered surfaces cannot be considered quasi-static.
Second, not only the pull-off force but the complete behaviour of the adhesive bonds as a function of the separation between the surfaces is studied.
The present study describes the development of a test called "Push-Out" used to characterize the behaviour of the timber concrete bonded after or prior to environmental ageing.
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