东北大学学报(自然科学版) ›› 2011, Vol. 32 ›› Issue (11): 1570-1573.DOI: -

• 论著 • 上一篇    下一篇

GM准则解析无缺陷弯管的塑性极限载荷

章顺虎;赵德文;高彩茹;   

  1. 东北大学轧制技术及连轧自动化国家重点实验室;
  • 收稿日期:2013-06-19 修回日期:2013-06-19 发布日期:2013-04-04
  • 通讯作者: -
  • 作者简介:-
  • 基金资助:
    国家自然科学基金资助项目(51074052)

Analysis of plastic collapse load of defect-free pipe elbow with GM criterion

Zhang, Shun-Hu (1); Zhao, De-Wen (1); Gao, Cai-Ru (1)   

  1. (1) State Key Laboratory of Rolling and Automation, Northeastern University, Shenyang 110819, China
  • Received:2013-06-19 Revised:2013-06-19 Published:2013-04-04
  • Contact: Zhang, S.-H.
  • About author:-
  • Supported by:
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摘要: 用GM(几何中线)屈服准则,对受内压作用无缺陷弯管进行塑性极限分析,求得极限载荷的解析解.该解为弯管壁厚t、平均半径r、曲率半径R0以及屈服强度的函数;极限载荷随着R0值的增大而增大,当R0→∞时,计算出的塑性极限载荷与直管的爆破压力相同.与Tresca,Mises和TSS屈服准则预测的极限载荷比较表明,Tresca屈服准则预测极限载荷的下限,TSS屈服准则预测极限载荷的上限,GM准则预测的极限载荷恰居二者中间,最明显的特点是该解具有与Mises准则几乎相同精度的求解结果.

关键词: GM准则, 弯管, 曲率半径, 塑性极限载荷, 解析解

Abstract: With GM (geometrical midline) yield criterion, the plastic collapse load of defect-free pipe elbow under inner pressure was analyzed and an analytical solution was obtained. The solution showed that the collapse load is a function of wall thickness t, average radius r, yield strength as well as curvature radius R0. The collapse load increases with the increase of the curvature radius R0 and is the same as the burst pressure of straight pipe if R0&rarr∞ is assumed. The plastic collapse load calculated by the solution was compared with those based on Tresca, Mises, as well as TSS yield criteria. Tresca criterion predicts the lower bound of the collapse load, while TSS criterion predicts the upper bound. However, the collapse load on the GM criterion lies just between the TSS and Tresca solutions-most notably, the GM criterion almost has the same precision with the Mises solution.

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