中国机械工程 ›› 2010, Vol. 21 ›› Issue (15): 1869-1874.

• 材料工程 • 上一篇    下一篇

外压自增强圆筒的设计计算方法

朱瑞林1;朱国林2
  

  1. 1.湖南师范大学,长沙,410081
    2.江西警察学院,南昌,330103
  • 出版日期:2010-08-10 发布日期:2010-09-19
  • 基金资助:
    国家科技部创新基金资助项目(09C26214305047)
    National Innovative Foundation of Ministry of Science and Technology of China(No. 09C26214305047)

Design Calculation Method for Autofrettaged External Pressure Cylinders

Zhu Ruilin1;Zhu Guolin2
  

  1. 1.Hunan Normal University,Changsha,410081
    2.Jiangxi Police College,Nanchang,330103
  • Online:2010-08-10 Published:2010-09-19
  • Supported by:
    National Innovative Foundation of Ministry of Science and Technology of China(No. 09C26214305047)

摘要:

基于特雷斯卡(Tresca)屈服条件,在导出外压圆筒弹-塑性应力解析解的基础上,建立了外压自增强圆筒基本理论,进而提出了相应的设计计算方法。结果表明,虽然外压圆筒的弹性及弹-塑性应力解析解与内压圆筒不同,自增强处理后的残余应力也不同,但外压与内压圆筒的残余应力的当量应力、操作压力引起的弹性应力的当量应力、总应力的当量应力及弹-塑性应力的当量应力均相等,从而导致外压圆筒自增强与内压圆筒自增强的许多结果在形式上一样。

关键词:

Abstract:

The basic theory on autofrettage of external pressure cylinders was established on the basis of the analytic solutions of elastic-plastic stresses of an external pressure cylinders derived herein according to Tresca yield criterion and then proposed a design calculation method for the external pressure vessels. It is also shown that although the elastic and the elastic-plastic stresses of the external pressure cylinders are different from those of the internal pressure cylinders and their residual stresses after removing autofrettage pressure also differ from each other, the equivalent stress of residual stresses, the equivalent stress of the elastic stresses caused by operation pressure, the equivalent stress of the total stresses and the equivalent stress of the elastic-plastic stresses of the external pressure cylinders coincide with those of the internal pressure cylinders.Thus the solutions to the autofrettage of external pressure cylinders are identical with those to the autofrettage of the internal pressure cylinders.

Key words: external pressure vessel, autofrettage, elastic-plastic stress, load-bearing capacity

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