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EXPERIMENTAL STUDY OF THE BENDING BEHAVIOR OF STEEL BOXCONCRETE COMPOSITE BEAM

机译:钢箱-混凝土组合梁抗弯性能的试验研究。

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This article presents steel box concrete composite beam to solve the problems in applying popular steel- concrete composite structure and steel tube with concrete filled structure onto beam structures. Experiments were conducted with 5 steel box-concrete composite beams; and 2 hollow steel box beam with the same dimension were compared. The results have shown that: (1) the steel box concrete composite beam has favorable bending-resist features and flexibility. (2) the deform of the cross sections accords with the plane section assumption. (3) the ultimate loading capacity is improved evidently. (4) the longitudinal shear exists between the steel and the concrete so that the mechanic feature of the both materials can be utilized fully.
机译:本文提出了钢箱混凝土组合梁,以解决将流行的钢混凝土组合结构和钢管混凝土结构应用到梁结构上的问题。试验是用5条钢箱混凝土组合梁进行的。比较了两个相同尺寸的空心钢箱梁。结果表明:(1)钢箱混凝土组合梁具有良好的抗弯性能和挠性。 (2)截面的变形符合平面截面的假设。 (3)极限承载力明显提高。 (4)在钢和混凝土之间存在纵向剪切力,因此可以充分利用两种材料的力学特性。

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