The bond between deformed steel rebar and concrete plays a critical role against seismic
action, thus it is important to capture the dynamic bond loss and establish the bond-slip …

The cyclic bond deterioration mechanism of deformed steel bars embedded in concrete is
critical for establishing the hysteretic bond stress-slip relationship. For a deformed steel bar …

The reversed cyclic bond behaviour between steel bar and concrete is critical to simulate the
hysteretic response of reinforced concrete structures suffering from seismic loading and the …

The bond between concrete and steel is one of the most critical properties of reinforced
concrete and affects the overall structural performance. The current research realistically …

The realistic response of reinforced concrete (RC) structures can be reflected through
numerical modeling in finite element (FE) analysis when the true bond-slip response is …

This paper develops a new bond stress-slip relationship for reinforced concrete, which
considers the evolution of the concrete confinement capacity due to splitting failure of …

The refined numerical simulation method was used to study the influences of the concrete
cover and the diameter of the rebar on the bond-slip properties of deformed reinforced …

Two distinct groups of bond models were developed on the basis of dominant concrete
splitting and rebar–concrete interfacial failures, respectively. Their accuracy highly …

This study proposes a model to predict bond stress-slip behavior by conducting tests on RC
members that experience splitting bond failure when subject to cyclic loading such as …

To ensure the long-term stability and safety of concrete structures, it is critical to accurately
analyze the internal transverse reinforcements and externally bonded fiber-reinforced …