The objective of this limited study was to provide an overview of the effects of elevated
temperature on the behavior of concrete materials and structures. In meeting this objective …

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 …

Push-out tests were carried out on 64 concrete-filled steel tubular columns, which had been
exposed to ISO 834 standard fire for 90 min or 180 min, respectively. At the same time, 12 …

This study summarizes the state-of-the-art research progress concerning the influence of
high-temperature exposure on the residual bond strength of steel rebar. Also, an …

This study presents a comprehensive damage assessment technique to evaluate post-fire
condition of a two-basement+ 22-story RC commercial building in Dhaka, Bangladesh. A fire …

This paper presents comprehensive experimental test results on the behavior of the
reinforced concrete (RC) and the steel fiber reinforced concrete (SFRC) shield TBM (Tunnel …

Evaluating the concrete-steel composite action and bond behavior in structures with
concrete-filled steel tube (CFT) members is an essential part of the design phase of these …

This paper reports an experimental research into the effect of fire exposure time on the post-
fire behaviour of reinforced concrete columns. Nine full-size reinforced concrete columns …

This paper presents the full-scale experimental test results of actual RC (reinforced
concrete) metro shield TBM (tunnel boring machine) tunnel linings that are exposed to a …

This paper experimentally investigated the interfacial bond behavior of recycled aggregate
concrete-filled steel tubes (RACFST) after different temperatures (ie, 20° C, 200° C, 400° C …