Sentence examples for bonding behaviour of the from inspiring English sources

The bonding behaviour of the FRP reinforcements on masonry surface has been investigated and theoretical formulations have been suggested by a specific Italian guide document, which are derived from the approach for concrete structures [9].

Although molecular dynamics (MD) simulations are another alternative to roughly estimate the bonding behaviour of the composites, the results are highly dependent on the basic assumptions applied to models.

The paper describes mechanical properties, self-healing capacity and bonding behaviour of a sustainable bio-based mortar repair system for concrete.

In this approach, the bond behaviour of the prestress strands is first characterised in a small-sized beam model.

This paper examines the effect of confinement from the stirrups and supports on the bond behaviour of the steel to concrete interface in reinforced concrete beams.

An experimental study has been carried out to investigate primarily the shear bond behaviour of the embossed composite deck slab under simulated imposed loads and to evaluate the m k values.

Furthermore, in order to numerically describe the bond behaviour of the specimens tested, non-linear interface laws were calibrated starting from the debonding load and the measured strains along the GFRP for various loading levels.

Behaviour of FRP bonded to concrete has been well investigated and there are a number of experimental and theoretical studies in this area; however, limited attempts have been made to investigate the bond behaviour of the FRP to timber interface.

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.

Several factors can affect the long-term bond behaviour of these elements, the most important being bond length and the immediate and time-dependent properties of reinforcement and concrete (concrete grade, creep, shrinkage and stiffness).

Moreover, new methodologies that permit evaluating the bonding behaviour of TRM and the increment in flexural toughness are presented.