不同加载模式下管线钢的包辛格效应模拟研究

    Simulation Research on Pipeline-purposed Steel Bauschinger Effect under Different Loading Modes

    • 摘要: 采用压-拉和拉-压两种加载模式的单轴拉压试验模拟了管线钢的包辛格效应。研究结果表明,两种加载模式下管线钢均存在明显的包辛格效应,且压-拉模式时的包辛格效应更大;不同加载模式下,初始阶段的应变大小对管线钢最终的屈服强度影响规律不相同;在压-拉加载模式下管线钢出现永久软化特征,而在拉-压加载模式下则出现瞬态软化特征。

       

      Abstract: The Bauschinger effect of the pipeline-purposed steel is simulated by the uniaxial tension-pressure test in two loading modes (i.e.,the pressure-tension mode and the tension-pressure mode).As a result it is identified that there exists obvious Bauschinger effect with the steel under the two loading modes,while the Bauschinger effect is greater in the pressure-tension mode.In different loading modes,the regularities of the influence by the initial strain on the final yield strength of pipeline steel are variable;and in the pressure-tension loading mode,the pipeline-purposed steel presents permanent softening characteristics,while in the tension-pressure loading mode,the said steel presents transient softening characteristics.

       

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