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Numerical simulation of ratcheting and fatigue behaviour of mitred pipe bends under in-plane bending and internal pressure

机译:面内弯曲和内压作用下斜管弯头棘轮和疲劳行为的数值模拟

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This paper investigates the ratcheting and fatigue behaviour of 90° single unreinforced mitred pipe bends subjected to a cyclic in-plane closing moment with a non-zero mean value and constant internal pressure. An experiment was conducted to induce ratcheting and low cycle failure of the mitred pipe bend. Material and structural response is considered both locally and globally using strain gauges at the locations of highest strain and also by measuring the displacement of the mitre end. These results along with the number of cycles to failure are compared with those produced from nonlinear finite element analysis. The predicted crosshead displacement from the multi linear model showed a good agreement with the test results. However, the finite element model failed to accurately replicate the strain level or trend from the tests, indicating the weakness of the material model used in simulating the cyclic hardening effect. It was also found that the FE models proposed were not able to model the final failure mode of the mitre due to the exclusion of crack simulation in the analysis, i.e. interaction between ratcheting and low cycle fatigue cracking was not considered in the idealised numerical model.
机译:本文研究了90°单个无筋斜管弯头在周期性平面内闭合力矩(平均值非零且内部压力恒定)下的棘轮和疲劳行为。进行了一项实验,以引起斜接弯管的棘轮和低循环故障。在应变最高的位置以及通过测量斜接端的位移,可以在局部和全局范围内考虑材料和结构的响应。将这些结果以及故障循环的次数与非线性有限元分析产生的结果进行比较。多线性模型预测的十字头位移与测试结果显示出良好的一致性。但是,有限元模型无法准确地复制测试中的应变水平或趋势,这表明用于模拟循环硬化效应的材料模型的缺点。还发现,由于在分析中排除了裂纹模拟,因此提出的有限元模型无法对斜接的最终破坏模式进行建模,即理想化的数值模型中未考虑棘轮与低周疲劳裂纹之间的相互作用。

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