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Residual ultimate strength of damaged seamless metallic pipelines with combined dent and metal loss

机译:结合了凹痕和金属损失的受损无缝金属管道的残余极限强度

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摘要

The combination damage induced by mechanical interference, in reality, is more likely to happen. In this paper, numerical models on pipes with combined dent and metal loss in terms of a notch are developed and validated through tests (diameter-to-thickness ratio D/ t of test pipes around 21), capable of predicting the residual ultimate strength of pipes in terms of bending moment (M-cr) and critical curvature (K-cr). The effect of residual stress is explored, assuming a linear distribution in the pipe hoop direction. Investigations of damaged pipes with different D/t (15-50) are carried out. Through changing damage parameters in the combinations, i.e. dent depth (d(d)) or metal loss depth (d(m)), the corresponding effects of damage are clarified. Results show that the combined dent and notch damage is a more severe type of damage on pipe strength compared with other damage types (excluding fracture). The dent in combined damage plays a more dominant role on the pipe residual strength. Empirical formulas are proposed to predict residual ultimate strength of damaged metallic pipes (D/t around 21) with combined dent and metal loss under bending moment, which can be used for practical purposes. The application domain can be expanded to pipes with D/t up to 30 based on simulations.
机译:实际上,由机械干扰引起的组合损坏更可能发生。在本文中,通过测试,开发了具有凹痕和金属损失的管道,其数值模型具有一定的缺口,并通过试验(试验管道的直径与厚度之比D / t约为21)进行了验证,从而能够预测管道的残余极限强度。弯矩(M-cr)和临界曲率(K-cr)方面的管道。假设在管箍方向上呈线性分布,则探讨了残余应力的影响。对具有不同D / t(15-50)的损坏管道进行了调查。通过改变组合中的损伤参数,即凹痕深度(d(d))或金属损失深度(d(m)),可以明确相应的损伤效果。结果表明,与其他损伤类型(不包括断裂)相比,凹痕和缺口损伤的组合对管道强度的损伤更为严重。复合损伤的凹痕在管道残余强度上起更主要的作用。提出了经验公式来预测受损金属管的残余极限强度(D / t在21附近),并在弯矩下具有凹痕和金属损失,可用于实际目的。根据模拟,可以将应用领域扩展到D / t高达30的管道。

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