This study investigated the bond-slip mechanism of eccentrically pulled out rebar under
different corrosion level. The variation patterns of the bonding performance between two …

Fire accidents will cause deterioration of the mechanical properties of steel and concrete,
which will affect the bond-slip behavior of the interface between steel and concrete. In this …

In this work, the residual bond performance of reinforcement in concrete under elevated
temperatures is experimentally investigated using the cuboidal (square prismatic) concrete …

The load scenario with a compressive force applied to an anchored bar (push-in mode) has
not been sufficiently addressed so far with reference to fatigue, since most of the studies …

The realistic consideration of reusability of a fire effected RC structure or structural member
relies on the accurate estimation of post-fire structural capacity. Bond between steel and …

Many researchers investigated the factors affecting the bond between steel and concrete.
Studying the residual bond behavior after subjected to fire and how to restore the bond …

In this paper, combined experimental–numerical investigations of the bond behavior
between high-strength concrete and steel reinforcement under monotonic, cyclic and fatigue …

This investigation focuses on the assessment of the residual (after cooling) bond strength
between concrete and steel rebars of reinforced concrete elements after exposure to …

Explosive spalling, ie the violent splitting of concrete pieces from the fire-loaded surface,
greatly jeopardizes the integrity of tunnel structures. The assessment of the spalling risk of …

Using bar splices in reinforced concrete structures is inevitable due to transportation and
construction limitations. On the other hand, executing lap splices in flexural members such …