Experimental Research on Flexural Mechanical Properties of Ultrahigh Strength Concrete Filled Steel Tubes

Abstract

Based on the project of the Guansheng Qujiang Bridge, the flexural mechanical properties of an ultrahigh strength concrete filled steel tube（UHSCFST）were discussed. A total of six UHSCFST beam specimens were tested, and the cube strength (𝑓cu) of the core concrete reached 80.3–115.2 MPa. The effects of concrete strength on flexural bearing capacity, deformation characteristics, and failure modes of UHSCFST specimens were discussed. Test results showed that the bending failure modes of UHSCFST specimens were the same as those of ordinary ones. The failure of UHSCFST specimens was attributed to excessive deflection, and local buckling occurred in the compression zone. Moreover, the bending capacity of the specimens did not decrease, even if they had yielded. Although ultrahigh strength concrete was poured, all of the specimens displayed outstanding bending ductility. The main function of core concrete was to provide radial restraint for the steel tube to avoid premature buckling. When the steel content of the specimen section was constant, the strength increases of core concrete had a slight impact on the bending failure mode, bearing capacity and ductility of UHSCFST specimen. The research results can deepen the understanding of the mechanical behaviors of the UHSCFST composite truss structure.

Behaviour and Design of Innovative Connections of Prefabricated CFST Columns under Tension

“…Extensive research investigations on CFST columns for on-site construction were conducted experimentally and numerically under different loading conditions, such as compression [3][4][5][6][7][8][9][10][11][12][13][14][15][16][17], bending [18][19][20][21][22][23][24][25][26][27] and tensions [28][29][30][31][32]. In the conventional construction of CFST columns, welded connections are widely used to connect one steel tube to another steel tube of CFST columns, which is assumed to behave similarly to continuous CFST columns without connections.…”