Behaviour of square CFST beam-columns under combined sustained load and corrosion: Experiments.

Abstract This paper presents an experimental study on concrete-filled steel tubular (CFST) beam-columns with square sections under combined sustained load and chloride corrosion. A total of 11 specimens (including 7 CFST members and 4 reference hollow steel tubes designed for comparison) were tested under 120-day sustained load in accelerated chloride corrosion environment and then loaded to failure. The main test parameters include load ratio (ratio between the long-term sustained load and the ultimate capacity of the specimen under short-term loading) and corrosion depth. The failure modes, full-range load-displacement relationship, load-strain relationship and ductility were measured and compared. Based on the experimental observation, mechanism of CFST beam-column members under the combined effects of sustained load and chloride corrosion was discussed and compared to the reference hollow steel tubes. Traditional design methods were modified for the consideration of combined sustained load and corrosion, which were calibrated and evaluated against the test results. Highlights • Experimental studies on square CFST beam-columns under combined sustained load and corrosion. • Discussions on the behaviour and mechanism of square CFST beam-columns under combined sustained load and corrosion. • Simplified design methods for the ultimate strength prediction of corroded square CFST beam-columns. [ABSTRACT FROM AUTHOR]