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首页> 外文期刊>Journal of structural engineering >Three-Stage Full-Range Stress-Strain Model for Stainless Steels
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Three-Stage Full-Range Stress-Strain Model for Stainless Steels

机译:不锈钢的三阶段全范围应力应变模型

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摘要

Advanced numerical modeling of cold-formed stainless steel members, from manufacturing to full-range response under applied loading, requires knowledge of the stress-strain relationship of the material over a wide range of tensile and compressive strains. Although a number of stress-strain models have been developed for stainless steels, they are only capable of accurate predictions either over a limited strain range or for the tensile stress-strain behavior only. This paper presents a three-stage stress-strain model for stainless steels, which is capable of accurate predictions over the full ranges of both tensile and compressive strains. The new stress-strain model is defined using the three basic Ramberg-Osgood parameters and is based on a careful interpretation of existing experimental data. The accuracy of the proposed model is demonstrated by comparing its predictions with experimental stress-strain curves. These comparisons also clearly demonstrate the advantage of the proposed model over the only existing full-range stress-strain model.
机译:从制造到外加载荷下的全范围响应,冷弯不锈钢构件的高级数值建模都需要了解材料在广泛的拉伸和压缩应变范围内的应力-应变关系。尽管已经为不锈钢开发了许多应力-应变模型,但是它们仅能够在有限的应变范围内或仅对于拉伸应力-应变行为进行准确的预测。本文提出了一种不锈钢的三阶段应力应变模型,该模型能够在整个拉伸应变和压缩应变范围内进行准确的预测。使用三个基本的Ramberg-Osgood参数定义了新的应力应变模型,该模型基于对现有实验数据的仔细解释。通过将其预测值与实验应力-应变曲线进行比较,可以证明所提出模型的准确性。这些比较也清楚地证明了所提出的模型优于仅现有的全范围应力应变模型的优势。

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