首页> 外文期刊>The Journal of Strain Analysis for Engineering Design >Evaluation of plastic limit load of piping branch junctions subjected to out-of-plane moment loadings
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Evaluation of plastic limit load of piping branch junctions subjected to out-of-plane moment loadings

机译:评估面外弯矩荷载作用下的支管接头的塑性极限载荷

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摘要

Under out-of-plane moment loadings, the piping branch junctions (also called tees in engineering) exhibit three kinds of failure mode, namely collapse failure of the branch pipe, global collapse of the intersection due to plastic hinges forming along the intersection line and local instability of the main pipe at the flank. In this work, the common piping branch junctions utilized in petrochemical and power industries with a failure mode of global collapse were investigated, and a new approximate formula for an out-of-plane plastic limit moment was presented. The formula was built on the following process: firstly, an equation between the out-of-plane limit moment and internal force of the branch pipe along the intersection is set up on the basis of the force equilibrium condition. Regarding this internal force as an external load for the main pipe shell, the internal force and moment along the intersection of the main pipe, under the plastic limit state, are then obtained. Finally, referring to the von Mises yield criterion, the approximate plastic limit load of the piping branch junctions subjected to the out-of-plane moment is derived. The accuracy of the new formula is validated by comparison with finite element analysis and experimental results.
机译:在面外弯矩载荷下,管道分支结(在工程中也称为“三通”)表现出三种破坏模式,即分支管的塌陷破坏,由于沿交点线形成的塑料铰链而引起的交点的整体塌陷和侧面的主管局部不稳定。在这项工作中,研究了在石油化学和电力行业中使用的具有全局塌陷破坏模式的常见管道分支结,并提出了平面外塑料极限弯矩的新近似公式。该公式建立在以下过程的基础上:首先,在力平衡条件的基础上,建立了平面外极限力矩与支管沿交点的内力之间的方程。将该内力作为主管的外部载荷,在塑性极限状态下,求出沿主管的交点的内力和力矩。最后,参考冯·米塞斯屈服准则,推导了承受平面外弯矩的管道分支接头的近似塑性极限载荷。通过与有限元分析和实验结果进行比较,验证了新公式的准确性。

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