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Full-range stress―strain curves for stainless steel alloys

机译:不锈钢合金的全范围应力应变曲线

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The paper develops an expression for the stress-strain curves for stainless steel alloys which is valid over the full strain range. The expression is useful for the design and numerical modelling of stainless steel members and elements which reach stresses beyond the 0.2% proof stress in their ultimate limit state. In this stress range, current stress-strain curves based on the Ramberg―Osgood expression become seriously inaccurate principally because they are extrapolations of curve fits to stresses lower than the 0.2% proof stress. The extrapolation becomes particularly inaccurate for alloys with pronounced strain hardening. The paper also develops expressions for determining the ultimate tensile strength (σ_u) and strain (∈_u) for given values of the Ramberg―Osgood parameters (E_0, σ_(0.2), n). The expressions are compared with a wide range of experimental data and shown to be reasonably accurate for all structural classes of stainless steel alloys. Based on the expressions for σ_u and ∈_u, it is possible to construct the entire stress-strain curve from the Ramberg―Osgood parameters (E_0, σ_(0.2), n).
机译:本文提出了不锈钢合金的应力-应变曲线表达式,该表达式在整个应变范围内均有效。该表达式对于在极限极限状态下应力超过0.2%极限应力的不锈钢构件和元件的设计和数值建模很有用。在此应力范围内,基于Ramberg-Osgood表达式的当前应力-应变曲线变得严重不准确,主要是因为它们是曲线拟合的外推法,适用于低于0.2%屈服应力的应力。对于具有明显应变硬化的合金而言,外推变得尤为不准确。本文还给出了确定Ramberg-Osgood参数(E_0,σ_(0.2),n)值的极限抗拉强度(σ_u)和应变(ε_u)的表达式。将该表达式与大量实验数据进行了比较,结果表明该表达式对于不锈钢合金的所有结构类别均相当准确。根据σ_u和∈_u的表达式,可以根据Ramberg-Osgood参数(E_0,σ_(0.2),n)构造整个应力应变曲线。

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