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Displacement Ductility of Steel Members under Axial Tension

机译:轴向张力下钢构件的位移延性

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This paper discusses the results of an experimental investigawtion condcuted on seven ASTM A 36 steel members subjected to axial tension. The members were chosen with various ratios of net cross-sectional area A_n to agross cross-sectional area A_g. The specimens were subjected to incremental axial displacement until fractue to determine the displacement ductility of each specimen. The results of this study showed that the displacement ductility is higly dependent on the ratio A_n/A_g and the geometrical shape of the member. It was also found if the ratio A_n/A_g is less than the specified yield stress to ultimate strength F_u/F_u, the displacement ductility will be close to 1, which means the member will fail in a brittle manner.
机译:本文讨论了对七个承受轴向张力的ASTM A 36钢构件进行实验研究的结果。选择具有不同的净截面积A_n与总截面积A_g的比率的构件。使样品经受增量轴向位移直至断裂,以确定每个样品的位移延展性。这项研究的结果表明,位移延展性高度取决于A_n / A_g之比和构件的几何形状。还发现如果比率A_n / A_g小于指定的屈服应力与极限强度F_u / F_u的比值,位移延展性将接近1,这意味着该构件将以脆性方式失效。

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