The effects of elevated temperatures and cooling regimes on the residual (after cooling)
bond strength between concrete and steel bars are investigated. For this study, ribbed steel …

Fiber reinforced polymer (FRP) rebars have recently been gaining popularity in the
construction industry all around the world while steel rebars have been widely used so far …

In this paper, post-heating bond behavior between high-grade rebar and C80 high-strength
concrete (hereafter, HSC) is studied. The high-grade rebar is HRBF500 fine grained steel …

Structural deterioration during fire leads to significant economic losses, severe injuries, and
deaths. Research to accurately estimate the impact of fire on structural security and …

The mechanical properties of concrete and steel degrade after exposure to fire, thus the fire-
damaged reinforced concrete (RC) members may not be able to satisfy the prescribed …

Reinforced concrete (RC) structures consist of two different materials: concrete and steel
bar. The stress transfer behaviour between the two materials through bond plays an …

The purpose of this study is to investigate the temperature effects on the bond strength
between concrete and steel reinforcement bars. For two different steel bars (epoxy-coated …

RESUMO A ação dos fluxos de calor convectivo, radiativo e condutivo aumenta a
temperatura dos elementos estruturais, causando diminuição da resistência e da rigidez, e …

This paper presents experimental results on the residual bond-slip behavior of high strength
concrete-filled square steel tube (HSCFST) after elevated temperatures. Three parameters …

Corner spalling in fire and tension stiffening past a fire are addressed in this paper by
investigating reinforced and unreinforced prismatic specimens in the former case, and by …