西南石油大学学报(自然科学版)

• 石油机械工程及其他 • 上一篇    下一篇

X52 管线钢的本构关系及失效判据研究

马廷霞1,苟文婷2,唐愚3,常学平1,唐亮1   

  1. 1. 西南石油大学机电工程学院,四川成都610500;2. 中国石油西部管道公司乌鲁木齐输油气分公司,新疆乌鲁木齐830000
    3. 中国石油西南管道公司兰成渝输油分公司,四川成都610069
  • 出版日期:2014-08-01 发布日期:2014-08-01
  • 基金资助:

    中国石油西部管道公司项目(XG11–2012–012)。

A Study on X52 Pipeline Steel Constitutive Relation and Failure Criterion

Ma Tingxia1, Gou Wenting 2, Tang Yu3, Chang Xueping1, Tang Liang1   

  1. 1. School of Mechatronics Engineering,Southwest Petroleum University,Chengdu,Sichuan 610500,China
    2. Urumqi Oil and Gas Branch Company,Western Pipeline Company,PetroChina,Urumqi,Xinjiang 830000,China
    3. Lan-Cheng-Yu Oil Transportion Branch Company,Western Pipeline Company,PetroChina,Chengdu,Sichuan 610069,China
  • Online:2014-08-01 Published:2014-08-01

摘要:

X52 管线钢广泛应用于石油天然气长输管道工程,具有良好的力学特性:强度高、塑性好。其本构关系的研究确定、矩阵表达及失效判据的建立是研究的主要内容。通过对比该材料的静力拉伸实验结果和Ramberg–Osgood 本构模型,发现ε≤ εP0.2 时,Ramberg–Osgood 本构方程能够比较准确地反映X52 管线钢的拉伸应力–应变关系,但当 ε > εP0.2 时,基于Ramberg–Osgood 模型所得理论本构曲线与实验结果有较大的误差。基于此,对Ramberg–Osgood 本构模型做出了修正,提出了X52 管线钢在单向拉伸状态下的全局二段式应力应变关系式,并建立了X52 管线钢本构关系的矩阵表达式。根据X52 管线钢塑性极好的特点,分别研究了塑性材料基于应力的失效判据和基于应变的失效判据,给出了X52 管线钢的应变控制失效准则。

关键词: X52 管线钢;本构关系;矩阵方程;Ramberg&ndash, Osgood 本构模型;失效判据

Abstract:

X52 pipeline steel is widely used in long-distance oil and gas pipeline engineering. This kind of material has its unique mechanical properties:high strength and good plasticity. The establishment of its constitutive relation,matrix presentation and failure criterion are the main content of this study. By comparing the static tensile experimental result and the Ramberg–Osgood constitutive model,we found that when ε ≤ εP0.2,the Ramberg–Osgood constitutive equation could accurately reflect the X52 pipeline steel tensile stress-strain relationship. When ε > εP0.2,however,the theoretical constitutive curve which is based on the experimental results of Ramberg–Osgood constitutive model has large error. Based on this,we have made a correction on the Osgood constitutive model and proposed X52 pipeline steel global 2–phase stress strain relation in the condition of unidirectional pull-up,and then established the matrix expression of the constitutive relation of X52 pipeline steel. According to X52 pipeline steel excellent characteristics,this paper studied the plastic material stress failure criteria and strain failure criteria,then provided the strain failure criterion of X52 pipeline steel.

Key words: X52 pipeline steel;constitutive relation;matrix equation;Ramberg&ndash, Osgood constitutive model;failure criterion