Strain rate effects on dynamic strength of high temperature-damaged RPC-FST

Abstract

Reactive Powder Concrete-Filled Steel Tube (RPC-FST) is a new composite structure possesses ultra-high strength and good ductility. RPC-FST member will possibly suffer fire or blast due to occasional accident or terrorist attack during its service life, its post-fire strength is essential to be re-assessed for continual use. However, the existing researches on dynamic strength of RPC-FST are seldom involving temperature effect and strain rate effect simultaneously. This paper reports experimental studies on dynamic behaviors of high temperature-damaged RPC-FST, which is a preliminary reference for analyzing and evaluating the blast-resistances of RPC-FST structures experienced fire attacks. RPC-FST specimens are exposed to elevated temperature from 20 °C to 300 °C by a special electrical furnace. Impact tests with strain rate range between 60 and 130 s−1 are performed using 74 mm-diameter Split Hopkinson Pressure Bar (SHPB) system while specimens are cooled down to ambient temperature, and the failure appearances and stress-strain relationships are derived. Meanwhile, impact tests on RPC specimens are also carried out for comparative analysis. Ultimate strength and corresponding peak strain of RPC-FST after exposure to high temperature are predicted based on experimental results. Experimental results show that dynamic strengths and strains of high temperature-damaged RPC-FST exhibit remarkable strain effect effects. The failure appearances are significantly different from those at ambient temperature, and the good ductility and energy absorption capacity of high temperature-damaged RPC-FST are demonstrated. Analytical results illustrate that the dynamic strengths of RPC-FST are in agreement with test data, and the presented method can be used to predict the residual strengths of high temperature-damaged RPC-FST.